PROF. DIPL.-ING. H. QUICK INGENIEURE UND GEOLOGEN GMBH ...
PROF. DIPL.-ING. H. QUICK INGENIEURE UND GEOLOGEN GMBH ...
PROF. DIPL.-ING. H. QUICK INGENIEURE UND GEOLOGEN GMBH ...
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<strong>PROF</strong>. <strong>DIPL</strong>.-<strong>ING</strong>. H. <strong>QUICK</strong><br />
<strong>ING</strong>ENIEURE <strong>UND</strong> <strong>GEOLOGEN</strong> <strong>GMBH</strong><br />
DARMSTADT • MUNICH<br />
D-64295 DARMSTADT<br />
GROSS-GERAUER-WEG 1<br />
PHONE: +49 (0) 61 51 / 13 03 6-0<br />
FAX: +49 (0) 61 51 / 13 03 6-10<br />
E-MAIL: Q@<strong>QUICK</strong>-IG.DE<br />
INTERNET: WWW.<strong>QUICK</strong>-IG.COM<br />
COMMERCIAL REGISTER<br />
DARMSTADT HRB 8076<br />
UST-IDNR.: DE213671986<br />
FEASIBILITY STUDIES<br />
EXPERTISE · SOIL REPORT<br />
FO<strong>UND</strong>ATION DESIGN<br />
ANALYTICAL - NUMERICAL CALCULATION<br />
APPROVAL ENGINEER<strong>ING</strong><br />
COURT EXPERTISE<br />
SUPERVISION<br />
CONTRACT AND CLAIM MANAGEMENT<br />
RISK MANAGEMENT<br />
GEOTECHNICS<br />
SOIL AND ROCK MECHANICS<br />
ENGINEER<strong>ING</strong> GEOLOGY<br />
HYDROGEOLOGY<br />
ENVIRONMENTAL GEOLOGY<br />
GEOTHERMICS<br />
HIGH-RISE BUILD<strong>ING</strong>S<br />
HIGH SPEED RAILWAY LINES<br />
TUNNELS<br />
BRIDGES<br />
PITS<br />
CUTS · DAMS<br />
SPORT ARENAS<br />
LANDFILLS<br />
DECONTAMINATION OF SITES<br />
REHABILITATION OF BUILD<strong>ING</strong>S<br />
CHIEF EXECUTIVE OFFICER:<br />
<strong>PROF</strong>. <strong>DIPL</strong>.-<strong>ING</strong>. HUBERT <strong>QUICK</strong><br />
PUBLICLY APPOINTED<br />
AND SWORN EXPERT<br />
MANAG<strong>ING</strong> DIRECTOR:<br />
DR. RER. NAT. JOACHIM MICHAEL<br />
GEOTECHNICAL QUALITY MANAGEMENT<br />
CONSULTANT / CHECK<strong>ING</strong> ENGINEER:<br />
<strong>DIPL</strong>.-<strong>ING</strong>. WOLFHARD ROMBERG<br />
SCIENTIFIC CONSULTANTS:<br />
UNIV. <strong>PROF</strong>. DR.-<strong>ING</strong>. ULVI ARSLAN<br />
<strong>PROF</strong>. DR. HELMUT PRINZ
<strong>PROF</strong>. <strong>DIPL</strong>.-<strong>ING</strong>. H. <strong>QUICK</strong> • <strong>ING</strong>ENIEURE <strong>UND</strong> <strong>GEOLOGEN</strong> <strong>GMBH</strong><br />
� DELEGATION JOURNEYS<br />
Journey of the German Chancellor Dr. Gerhard Schröder<br />
Kingd. of Saudi Arabia, Kuwait, Qatar, Yemen, Oman, United Arab Emirates (U.A.E.)<br />
27 th February until 5 th Chancellor (Germany)<br />
Prof. Hubert Quick<br />
Dr. Gerhard Schröder<br />
March 2005<br />
Prof. Hubert Quick<br />
Journey of the Federal Minister for economics and technology Dr. Karl-Theodor<br />
Freiherr zu Guttenberg, United Arab Emirates (U.A.E.), Kingdom of Saudi Arabia<br />
9 th until 11 th May 2009<br />
Prime Minister (Qatar)<br />
H.H. Sheikh Abdulla<br />
Prof. Hubert Quick Bin Khalifa Al Thani<br />
Journey of the Bavarian Minister Dr. Otto Wiesheu<br />
Qatar, 20 th until 23 rd November 2004<br />
Federal Minister of Eco-<br />
nomics and Technology<br />
(Germany) Michael Glos<br />
Federal Minister of<br />
Economics and Technology<br />
Dr. Karl-Theodor Freiherr zu Guttenberg Prof. Hubert Quick<br />
Bavarian Minister<br />
Dr. Otto Wiesheu<br />
Minister of Economy<br />
and Planning (U.A.E.)<br />
H.H. Sheikha Lubna<br />
Journey of the Federal Minister for economics and technology Michael Glos<br />
United Arab Emirates (U.A.E.), 5 th until 7 th May 2006<br />
Minister President<br />
Roland Koch<br />
Journey of the Hessian Minister president Roland Koch<br />
United Arab Emirates (U.A.E.), 11 th until 14 th November 2005<br />
Kingdom of Saudi Arabia, 30 th April until 4 th May 2009<br />
Prof. Hubert Quick<br />
Prof. H. Quick<br />
Vice-Chancellor and Federal<br />
Minister for economics and<br />
technology (Germany)<br />
Dr. Philipp Rösler<br />
Journey of the Federal Minister for economics and technology Dr. Philipp Rösler<br />
Qatar, Egypt, 7 th until 9 th December 2011
<strong>PROF</strong>. <strong>DIPL</strong>.-<strong>ING</strong>. H. <strong>QUICK</strong> • <strong>ING</strong>ENIEURE <strong>UND</strong> <strong>GEOLOGEN</strong> <strong>GMBH</strong><br />
� PRESENTATION / QUALIFICATION<br />
The office Prof. Dipl.-Ing. H. Quick Ingenieure und Geologen GmbH provides expertise and consultancy<br />
as follows:<br />
• Geotechnical and tunnelling feasibility studies<br />
• Concept, tender and allocation of ground investigations<br />
• Supervision of ground investigations<br />
• Ground and foundation reports, tunnelling reports<br />
• Geological and hydrogeological reports<br />
• Geotechnical, geological, geophysical, hydrogeological and tunnelling consultancy<br />
• Design and numerical simulations of foundations, building pits and tunnels<br />
• Numerical deformation simulations<br />
• Supervision and documentation of geotechnical works<br />
• Concept of monitoring programmes incl. evaluation<br />
• Comprehensive evaluation of displacements<br />
• Geoenvironmental reports<br />
• Structural fabric reports<br />
• Groundwater management<br />
• Concept of the dewatering<br />
• Consultancy, calculations and design for the use of geothermal energy<br />
• Geotechnical and tunnelling risk and contract / claim management<br />
• Geotechnical and tunnelling approval of the execution planning and for authorities<br />
• Expertise for court and court of arbitration<br />
• Research<br />
Prof. Dipl.-Ing. Hubert Quick is an Honorary Professor at Technical University of Darmstadt and<br />
teaches the class: foundation of high-rise buildings.<br />
Dr. rer. nat. Michael carried out his doctoral thesis at the Philipps-University Marburg with the main<br />
topics rockmechanics and tunnelling and is the office’s confidential clerk.<br />
Dipl.-Ing. Wolhard Romberg supports our office as a geotechnical consultant and checking engineer<br />
and is responsible for the geotechnical quality management. Mr. Romberg looks back on 40 years of<br />
experience in Germany and abroad.<br />
Further scientific advice is given by Prof. Dr.-Ing. Arslan, Ordinary Professor for Geotechnics at the<br />
Technical University of Darmstadt and by Prof. Dr. Prinz, lecturer for Rockmechanics and Tunnelling<br />
at the University of Zittau / Görlitz (FH).<br />
Prof. Quick conducts approval works for German Authorities and for the Federal Railway Office in<br />
the fields of Earthworks and Ground Engineering, Rock Mechanics and Tunnelling as well as Environmental<br />
Engineering. He is publicly appointed and sworn expert of the Chamber of Commerce for<br />
Earthworks, Foundation Engineering, Soil- and Rock Mechanics.<br />
In the ISSMGE Prof. Quick is active member in the<br />
• Technical Committee 28: “Underground Construction in Soft Ground”<br />
• Technical Committee 19: “Preservation of Historic Sites”<br />
World-wide consultancy activities of Prof. Quick are provided e. g. in China, South Korea, Thailand,<br />
United Arab Emirates, Qatar, Kingdom of Saudi Arabia, Oman, Jordan, Iran, Pakistan, Uzbekistan,<br />
Vietnam, India, Ukraine, Russia, Italy, Austria, Switzerland and Poland.
<strong>PROF</strong>. <strong>DIPL</strong>.-<strong>ING</strong>. H. <strong>QUICK</strong> • <strong>ING</strong>ENIEURE <strong>UND</strong> <strong>GEOLOGEN</strong> <strong>GMBH</strong><br />
� TRANSRAPID (MAGLEV)<br />
Munich<br />
central station<br />
airport<br />
Location Munich central station – Munich airport<br />
Route length 37.4 km<br />
Time of construction -<br />
Tasks Geotechnical feasibility study<br />
Concept, tender and allocation of the ground investigation<br />
Supervision of the ground investigation<br />
Ground and foundation report<br />
Geoenvironmental report<br />
Design and numerical simulations of the foundations<br />
Geotechnical and tunnelling risk management
<strong>PROF</strong>. <strong>DIPL</strong>.-<strong>ING</strong>. H. <strong>QUICK</strong> • <strong>ING</strong>ENIEURE <strong>UND</strong> <strong>GEOLOGEN</strong> <strong>GMBH</strong><br />
� DISTRICT OF PARLIAMENT AND GOVERNMENT IN BERLIN<br />
“Reichstag“-building (House of parliament)<br />
Design Foster + Partners, United Kingdom<br />
1926<br />
fine-mediumsand<br />
loose-medium dense<br />
sand, gravelly<br />
medium dense<br />
sand, gravelly/<br />
gravel, sandy<br />
dense<br />
1999<br />
Location Berlin, Germany<br />
Height of building 53 m<br />
Foundation area of the dome Combined Pile-Raft Foundation (CPRF)<br />
Length / Diameter of the bored piles 15 - 25 m / 0.9 – 1.5 m<br />
Foundation of the edge towers existing foundation on timber piles<br />
Time of construction 1995 - 1999<br />
Tasks Geotechnical feasibility study of the new foundation<br />
Concept, tender and allocation of the ground investigation<br />
Supervision of the ground investigation<br />
Supervision and documentation of the geotechnical work<br />
Ground and foundation report<br />
Design and numerical simulations of the foundation and the<br />
building pit<br />
Groundwater management
<strong>PROF</strong>. <strong>DIPL</strong>.-<strong>ING</strong>. H. <strong>QUICK</strong> • <strong>ING</strong>ENIEURE <strong>UND</strong> <strong>GEOLOGEN</strong> <strong>GMBH</strong><br />
� DISTRICT OF PARLIAMENT AND GOVERNMENT IN BERLIN<br />
Marie-Elisabeth-Lüders-House<br />
Federal government’s<br />
press and information<br />
office<br />
Children day care centre<br />
Paul-Löbe-House<br />
Jakob-Kaiser-House<br />
Chancellor’s office<br />
Paul-Löbe-House and Marie-Elisabeth-Lüders-House<br />
Design Stephan Braunfels, Germany<br />
Chancellor’s office Federal government’s press and information office<br />
Design Schultes Frank Architekten, Germany Design Nalbach und Nalbach, Germany<br />
Jakob-Kaiser-House Children day care centre<br />
Design Gerkan, Marg & Partner (gmp), Germany Design Gustav Peichl, Austria<br />
Location Berlin, Germany<br />
Tasks Concept, tender and allocation of the ground investigation<br />
Supervision of the ground investigation<br />
Ground and foundation report<br />
Design and numerical simulations of the foundation and the building pit<br />
Supervision and documentation of the geotechnical work<br />
Groundwater management
<strong>PROF</strong>. <strong>DIPL</strong>.-<strong>ING</strong>. H. <strong>QUICK</strong> • <strong>ING</strong>ENIEURE <strong>UND</strong> <strong>GEOLOGEN</strong> <strong>GMBH</strong><br />
� LEHRTER STADTQUARTIER<br />
Office and business buildings • Berlin, Germany<br />
MK 9 Office Building<br />
„Cube“<br />
Main<br />
station<br />
MK 8 MK 9 MK 3-7<br />
MK 4 InterCityHotel MK 3 Hotel Meininger<br />
MK 8 Tower<br />
Location Berlin, Germany<br />
Development 9 buildings (MK 1 to MK 9)<br />
Height of building MK 8 150 m<br />
Tasks Geotechnical consultancy<br />
Ground and foundation report<br />
Design and numerical simulations of the foundation and<br />
the building pit
<strong>PROF</strong>. <strong>DIPL</strong>.-<strong>ING</strong>. H. <strong>QUICK</strong> • <strong>ING</strong>ENIEURE <strong>UND</strong> <strong>GEOLOGEN</strong> <strong>GMBH</strong><br />
� EUROPAVIERTEL<br />
Residential, office and business buildings • Frankfurt/Main, Germany<br />
Europa-Allee<br />
South 2<br />
South 1<br />
Europa-Allee<br />
North 4 · Hotel Meininger<br />
North 1<br />
Location Frankfurt/Main, Germany<br />
Development 11 project sites incl. the Europa-Boulevard<br />
Tasks Geotechnical consultancy<br />
Concept, tender and allocation of the ground investigation<br />
Supervision of the ground investigation<br />
Ground and foundation report<br />
Design and numerical simulations of the foundation and the building pit<br />
Concept of the dewatering
<strong>PROF</strong>. <strong>DIPL</strong>.-<strong>ING</strong>. H. <strong>QUICK</strong> • <strong>ING</strong>ENIEURE <strong>UND</strong> <strong>GEOLOGEN</strong> <strong>GMBH</strong><br />
� HIGH-RISE BUILD<strong>ING</strong>S AND PITS<br />
Frankfurt/Main • Skyline Plaza<br />
Location Frankfurt/Main, Germany<br />
Height of building 25 m<br />
Foundation Raft Foundation / Combined-Pile-Raft Foundation (CPRF)<br />
Length / Diameter of the bored piles 20-30 m / 1.2 m<br />
Time of construction 2009 -<br />
Tasks Geotechnical consultancy<br />
Ground and foundation report<br />
Design and numerical simulations of the foundation<br />
Design oft the building pit<br />
Concept of monitoring programmes incl. Evaluation<br />
Supervision and documentation of geotechnical works<br />
Geoenvironmental reports
<strong>PROF</strong>. <strong>DIPL</strong>.-<strong>ING</strong>. H. <strong>QUICK</strong> • <strong>ING</strong>ENIEURE <strong>UND</strong> <strong>GEOLOGEN</strong> <strong>GMBH</strong><br />
� HIGH-RISE BUILD<strong>ING</strong>S AND PITS<br />
Frankfurt/Main • kap europa - Kongresshaus<br />
Design ECE Projektmanagement GmbH & Co. KG, Germany<br />
kap europa<br />
Location Frankfurt/Main, Germany<br />
Height of building 33 m<br />
Foundation Strip foundation<br />
Fläche 3.300 m²<br />
Time of construction since 2012<br />
Tasks Geotechnical consultancy<br />
Ground and foundation report<br />
Design and numerical simulation of foundation and building pit<br />
Concept of the dewatering<br />
Supervision
<strong>PROF</strong>. <strong>DIPL</strong>.-<strong>ING</strong>. H. <strong>QUICK</strong> • <strong>ING</strong>ENIEURE <strong>UND</strong> <strong>GEOLOGEN</strong> <strong>GMBH</strong><br />
� HIGH-RISE BUILD<strong>ING</strong>S AND PITS<br />
Doha, Qatar • QIPCO Office Tower<br />
Design JSK - SIAT, Germany / Qatar<br />
QIPCO Office Tower<br />
Location Doha, Qatar<br />
Height of building 200 m<br />
Foundation of high-rise building Combined-Pile-Raft Foundation (CPRF)<br />
Length / Diameter of the bored piles 40 x 28 m / 1.2 m and 39 x 24 m / 1.2 m<br />
Thickness of the raft 4.0 m<br />
Time of construction 2006 - 2009<br />
Tasks Geotechnical feasibility study<br />
Concept, tender and allocation of the ground investigation<br />
Design and numerical simulations of the foundation
<strong>PROF</strong>. <strong>DIPL</strong>.-<strong>ING</strong>. H. <strong>QUICK</strong> � <strong>ING</strong>ENIEURE <strong>UND</strong> <strong>GEOLOGEN</strong> <strong>GMBH</strong><br />
��INTELLIGENT AND VALUE ENGINEER<strong>ING</strong> ► INNOVATIVE SOLUTIONS<br />
��Combined pile-raft foundation<br />
transfers loads by raft and by piles into the ground<br />
► saves construction costs in comparison to a pile foundation<br />
► reduction of piles - up to 70 %<br />
► reduction of construction time - up to 70 %<br />
Combined pile-raft foundation pile foundation<br />
action<br />
reaction<br />
raft<br />
amount of piles: 79<br />
reduction of 65 %<br />
piles<br />
plan view<br />
with pile location<br />
action<br />
reaction<br />
amount of piles: 225<br />
piles
<strong>PROF</strong>. <strong>DIPL</strong>.-<strong>ING</strong>. H. <strong>QUICK</strong> • <strong>ING</strong>ENIEURE <strong>UND</strong> <strong>GEOLOGEN</strong> <strong>GMBH</strong><br />
� HIGH-RISE BUILD<strong>ING</strong>S AND PITS<br />
Frankfurt/Main • Millenniumtower<br />
Design Albert Speer & Partner, Germany<br />
Messeturm<br />
Millenniumtower<br />
Millenniumtower<br />
Location Frankfurt/Main, Germany<br />
Height of building approx. 350 m<br />
Foundation of high-rise building Combined-Pile-Raft Foundation (CPRF) (planned)<br />
Tasks Geotechnical feasibility study<br />
Geotechnical consultancy
<strong>PROF</strong>. <strong>DIPL</strong>.-<strong>ING</strong>. H. <strong>QUICK</strong> • <strong>ING</strong>ENIEURE <strong>UND</strong> <strong>GEOLOGEN</strong> <strong>GMBH</strong><br />
� HIGH-RISE BUILD<strong>ING</strong>S AND PITS<br />
Frankfurt/Main • Tower 185<br />
Design Christoph Mäckler, Germany<br />
Tower 185<br />
Tower 185<br />
Location Frankfurt/Main, Germany<br />
Height of building 200 m<br />
Foundation of high-rise building Combined-Pile-Raft Foundation (CPRF)<br />
Length / Diameter of the bored piles 50 m / 1.50 m<br />
Thickness of the raft 3.5 m<br />
Foundation of low-rise building Raft Foundation<br />
Time of construction 2008 - 2011<br />
Tasks Geotechnical consultancy<br />
Ground and foundation report<br />
Design and numerical simulations of the foundation and the<br />
building pit<br />
Concept of monitoring programmes<br />
Supervision and documentation of geotechnical works<br />
Groundwater management
<strong>PROF</strong>. <strong>DIPL</strong>.-<strong>ING</strong>. H. <strong>QUICK</strong> • <strong>ING</strong>ENIEURE <strong>UND</strong> <strong>GEOLOGEN</strong> <strong>GMBH</strong><br />
� HIGH-RISE BUILD<strong>ING</strong>S AND PITS<br />
Frankfurt/Main • Main Tower<br />
Design Schweger + Partner, Germany<br />
Equipment of the energy pile<br />
return flow<br />
bored pile<br />
flow<br />
reinforcement<br />
heat exchanger<br />
fit on the<br />
reinforcement<br />
Location Frankfurt/Main, Germany<br />
Height of building 198 m<br />
Foundation of high-rise building Combined-Pile-Raft Foundation (CPRF)<br />
Length / Diameter of the bored piles 15 - 30 m / 1.5 m<br />
Thickness of the raft 3.0 – 3.8 m<br />
Foundation of low-rise building Combined-Pile-Raft Foundation (CPRF)<br />
Time of construction 1997 - 1999<br />
Tasks Concept, tender and allocation of the ground investigation<br />
Supervision of the ground investigation<br />
Ground and foundation report<br />
Design and numerical simulations of the foundation and the<br />
building pit<br />
Concept of the dewatering<br />
Supervision and documentation of the geotechnical work<br />
Concept of the monitoring programme incl. evaluation<br />
Consultancy, calculations and design for the use of geothermal<br />
energy
<strong>PROF</strong>. <strong>DIPL</strong>.-<strong>ING</strong>. H. <strong>QUICK</strong> • <strong>ING</strong>ENIEURE <strong>UND</strong> <strong>GEOLOGEN</strong> <strong>GMBH</strong><br />
� HIGH-RISE BUILD<strong>ING</strong>S AND PITS<br />
Frankfurt/Main • Commerzbank<br />
Design Foster + Partners, United Kingdom<br />
Location Frankfurt/Main, Germany<br />
Height of building 299 m<br />
Foundation of high-rise building Pile Foundation<br />
Length / Diameter of the bored piles 38 - 46 m / 1.8 m (1.5 m)<br />
Thickness of the raft 2.5 m<br />
Time of construction 1995 - 1997<br />
Tasks Concept, tender and allocation of the ground investigation<br />
Supervision of the ground investigation<br />
Ground and foundation report<br />
Design and numerical simulations of the foundation and<br />
the building pit<br />
Concept of the dewatering<br />
Supervision and documentation of the geotechnical work<br />
Concept of the monitoring programme incl. evaluation
<strong>PROF</strong>. <strong>DIPL</strong>.-<strong>ING</strong>. H. <strong>QUICK</strong> • <strong>ING</strong>ENIEURE <strong>UND</strong> <strong>GEOLOGEN</strong> <strong>GMBH</strong><br />
� HIGH-RISE BUILD<strong>ING</strong>S AND PITS<br />
Frankfurt/Main • Campanile<br />
Design JSK Architekten, Germany<br />
Campanile<br />
Campanile<br />
Location Frankfurt/Main, Germany<br />
Height of building 300 m<br />
Foundation of high-rise building Raft Foundation (planned)<br />
Thickness of the raft 4,5 m (planned)<br />
Tasks Geotechnical consultancy<br />
Geotechnical report<br />
Foundation report<br />
Design and numerical simulations of the foundation
<strong>PROF</strong>. <strong>DIPL</strong>.-<strong>ING</strong>. H. <strong>QUICK</strong> • <strong>ING</strong>ENIEURE <strong>UND</strong> <strong>GEOLOGEN</strong> <strong>GMBH</strong><br />
� HIGH-RISE BUILD<strong>ING</strong>S AND PITS<br />
Frankfurt/Main • Ordnungsamt<br />
Design Meixner · Schlüter · Wendt, Germany<br />
Location Frankfurt/Main, Germany<br />
Height of building 6 floors<br />
Building area 9.328m²<br />
Foundation of high-rise building Combined-Pile-Raft Foundation (CPRF)<br />
Length / Diameter of the bored piles 12 - 20 m / 0.9 m<br />
Thickness of the raft 0.5 m<br />
Geothermal method Field of borehole heat exchangers (BHE)<br />
Number / Length of the BHE 110 BHE / 85 m<br />
Time of construction 2006 - 2009<br />
Tasks Concept, tender and allocation of the ground investigation<br />
Supervision of the ground investigation<br />
Ground and foundation report<br />
Design and numerical simulations of the foundation and<br />
the building pit<br />
Concept of the dewatering<br />
Supervision and documentation of the geotechnical work<br />
Concept of the monitoring programme incl. evaluation<br />
Consultancy, calculations and design for the use of geothermal<br />
energy
<strong>PROF</strong>. <strong>DIPL</strong>.-<strong>ING</strong>. H. <strong>QUICK</strong> • <strong>ING</strong>ENIEURE <strong>UND</strong> <strong>GEOLOGEN</strong> <strong>GMBH</strong><br />
� HIGH-RISE BUILD<strong>ING</strong>S AND PITS<br />
Berlin • Sony Center<br />
Design Murphy / Jahn, USA<br />
Location Berlin, Germany<br />
Height of building 103 m<br />
Foundation of high-rise building Combined-Pile-Raft Foundation (CPRF)<br />
Length / Diameter of the bored piles 15 - 25 m / 1.5 m<br />
Thickness of the raft 1.5 – 2.5 m<br />
Time of construction 1996 - 1998<br />
Tasks Ground and foundation report<br />
Design and numerical simulations of the foundation<br />
and the building pit<br />
Concept of the dewatering<br />
Concept of the monitoring programme incl. evaluation
<strong>PROF</strong>. <strong>DIPL</strong>.-<strong>ING</strong>. H. <strong>QUICK</strong> • <strong>ING</strong>ENIEURE <strong>UND</strong> <strong>GEOLOGEN</strong> <strong>GMBH</strong><br />
� HIGH-RISE BUILD<strong>ING</strong>S AND PITS<br />
Berlin • Total-Tower<br />
Design Barkow Leibinger, Germany<br />
Total-Tower<br />
Location Berlin, Germany<br />
Height of building 69 m<br />
Foundation of high-rise building Combined-Pile-Raft Foundation (CPRF)<br />
Length / Diameter of the bored piles 17 m / 1.10 - 1.20 m<br />
Thickness of the raft 1.2 – 2.0 m<br />
Time of construction 2010 - 2012<br />
Tasks Geotechnical consultancy<br />
Ground and foundation report<br />
Design and numerical simulations of the foundation and the<br />
building pit
<strong>PROF</strong>. <strong>DIPL</strong>.-<strong>ING</strong>. H. <strong>QUICK</strong> • <strong>ING</strong>ENIEURE <strong>UND</strong> <strong>GEOLOGEN</strong> <strong>GMBH</strong><br />
� HIGH-RISE BUILD<strong>ING</strong>S AND PITS<br />
Munich • Süddeutscher Verlag<br />
Design Gewers, Kühn + Kühn, Germany<br />
use of geothermal energy by energy piles<br />
Location Munich, Germany<br />
Height of building 100 m<br />
Foundation of high-rise building Combined-Pile-Raft Foundation (CPRF)<br />
Length / Diameter of the bored piles approx. 20 - 25 m / 1.5 m<br />
Thickness of the raft approx. 2.5 m<br />
Foundation of low-rise building Raft foundation<br />
Time of construction 2006 - 2008<br />
Tasks Concept, tender and allocation of the ground investigation<br />
Supervision of the ground investigation<br />
Ground and foundation report<br />
Geoenvironmental report<br />
Design and numerical simulations of the foundation and<br />
the building pit<br />
Concept of the dewatering<br />
Concept of the monitoring programme incl. evaluation<br />
Consultancy, calculations and design for the use of geothermal<br />
energy<br />
100 m
<strong>PROF</strong>. <strong>DIPL</strong>.-<strong>ING</strong>. H. <strong>QUICK</strong> • <strong>ING</strong>ENIEURE <strong>UND</strong> <strong>GEOLOGEN</strong> <strong>GMBH</strong><br />
� HIGH-RISE BUILD<strong>ING</strong>S AND PITS<br />
Doha, Qatar • Al Quds Tower<br />
Design Arab Engineering Bureau (AEB), Qatar<br />
Location Doha, Qatar<br />
Height of building 500 m<br />
Foundation of high-rise building Pile Foundation<br />
Length / Diameter of the bored piles 28 m / 1.5 m<br />
Thickness of the raft 3.5 m<br />
Time of construction 2009 -<br />
Tasks Geotechnical feasibility study of the foundation<br />
Geotechnical consultancy<br />
Numerical simulations of the foundation
<strong>PROF</strong>. <strong>DIPL</strong>.-<strong>ING</strong>. H. <strong>QUICK</strong> • <strong>ING</strong>ENIEURE <strong>UND</strong> <strong>GEOLOGEN</strong> <strong>GMBH</strong><br />
� HIGH-RISE BUILD<strong>ING</strong>S AND PITS<br />
Abu Dhabi, United Arab Emirates • Landmark Tower<br />
Design Cesar Pelli & Associates Architects, USA<br />
Landmark Tower<br />
Location Abu Dhabi, United Arab Emirates<br />
Height of building 324 m<br />
Foundation of high-rise building Piled-Raft Foundation<br />
Length / Diameter of the bored piles 14 m / 1.5 m<br />
Thickness of the raft 4 m<br />
Time of construction 2008 -<br />
Tasks Design and numerical simulations of the foundation
<strong>PROF</strong>. <strong>DIPL</strong>.-<strong>ING</strong>. H. <strong>QUICK</strong> • <strong>ING</strong>ENIEURE <strong>UND</strong> <strong>GEOLOGEN</strong> <strong>GMBH</strong><br />
� HIGH-RISE BUILD<strong>ING</strong>S AND PITS<br />
Dubai, United Arab Emirates • Jumeirah Gardens, EP 09 Tower<br />
Design Smith + Gill, USA<br />
Dubai<br />
EP 09 Tower<br />
Jumeirah Gardens<br />
EP 09 Tower<br />
EP 09 Tower<br />
Location Dubai, United Arab Emirates<br />
Height of high-rise buildings 130 – 150 m (6 Tower)<br />
Foundation of high-rise building Combined-Pile-Raft Foundation (CPRF) (planned)<br />
Thickness of the raft approx. 3.0 m (planned)<br />
Time of construction (planned)<br />
Tasks Geotechnical report building pit<br />
Geotechnical, geological and hydrogeological consultancy
<strong>PROF</strong>. <strong>DIPL</strong>.-<strong>ING</strong>. H. <strong>QUICK</strong> • <strong>ING</strong>ENIEURE <strong>UND</strong> <strong>GEOLOGEN</strong> <strong>GMBH</strong><br />
� HIGH-RISE BUILD<strong>ING</strong>S AND PITS<br />
Dubai, United Arab Emirates • Momema, Museum of Middle Eastern Modern Art<br />
Design UNStudio, The Netherlands<br />
Dubai Creek<br />
Location Dubai, United Arab Emirates<br />
Height of building approx. 50 m<br />
Foundation of the building Raft Foundation<br />
Time of construction 2009 -<br />
Tasks Feasibility study of foundation and building pit
<strong>PROF</strong>. <strong>DIPL</strong>.-<strong>ING</strong>. H. <strong>QUICK</strong> • <strong>ING</strong>ENIEURE <strong>UND</strong> <strong>GEOLOGEN</strong> <strong>GMBH</strong><br />
� HIGH-RISE BUILD<strong>ING</strong>S AND PITS<br />
Amman, Jordan • Limitless Towers<br />
Design Werner Sobek, Germany<br />
Limitless Towers<br />
Amman<br />
Location Amman, Jordan<br />
Height of building approx. 210 m<br />
Foundation of high-rise building Raft Foundation (planned)<br />
Thickness of the raft 4.0 m (planned)<br />
Time of construction -<br />
Tasks Geotechnical feasibility study of the foundation<br />
Geotechnical consultancy<br />
Numerical simulations of the foundation
<strong>PROF</strong>. <strong>DIPL</strong>.-<strong>ING</strong>. H. <strong>QUICK</strong> • <strong>ING</strong>ENIEURE <strong>UND</strong> <strong>GEOLOGEN</strong> <strong>GMBH</strong><br />
� HIGH-RISE BUILD<strong>ING</strong>S AND PITS<br />
Kiev, Ukraine • Pobedy Prospekt Komplex<br />
Design Werner Sobek, Germany<br />
Kiev<br />
Pobedy Prospekt Komplex<br />
Location Kiev, Ukraine<br />
Height of high-rise buildings 230 m (2 Towers)<br />
Foundation of high-rise building Combined-Pile-Raft Foundation (CPRF) (planned)<br />
Length / Diameter of the bored piles 35 m – 45 m / 1.3 m - 1.5 m (planned)<br />
Thickness of the raft 2.5 m – 4.0 m (planned)<br />
Time of construction 2008 - 2012<br />
Tasks Geotechnical, geological and hydrogeological consultancy<br />
Design and numerical simulations of the foundation
<strong>PROF</strong>. <strong>DIPL</strong>.-<strong>ING</strong>. H. <strong>QUICK</strong> • <strong>ING</strong>ENIEURE <strong>UND</strong> <strong>GEOLOGEN</strong> <strong>GMBH</strong><br />
� SPECIAL PROJECTS<br />
Al Ain, U.A.E. • Jebel Hafeet – Glacier: Ski Dome, Mountain Villas and Golf Course<br />
Design PNYG-VA, United Arab Emirates<br />
Peak Hotel<br />
Location Al Ain, United Arab Emirates<br />
Description Longest ski hall of the world, approx. 5 km ski piste, FIS-ski jump, slalom,<br />
halfpipe etc., 350 new villas and 4 hotels<br />
Time of construction Under planning<br />
Tasks Geotechnical feasibility study<br />
Geotechnical, geological, geophysical and hydrogeological consultancy<br />
Geotechnical risk management<br />
Consultancy, calculations and design for the use of geothermal energy<br />
Supervision of the soil investigation<br />
Geological and hydrogeological report
<strong>PROF</strong>. <strong>DIPL</strong>.-<strong>ING</strong>. H. <strong>QUICK</strong> • <strong>ING</strong>ENIEURE <strong>UND</strong> <strong>GEOLOGEN</strong> <strong>GMBH</strong><br />
� SPECIAL PROJECTS<br />
Abu Dhabi, United Arab Emirates • Abu Dhabi Ridge – Falcon Lagoon<br />
Creation of a 2000 m artificial mountain ridge<br />
Design 3V-Design / Schrödel Engineering, Germany / Australia<br />
Location Abu Dhabi, United Arab Emirates<br />
Description 2000 meter high artificial mountain ridge<br />
Abu Dhabi<br />
Cities with official buildings, universities and schools, residential buildings,<br />
winter and summer sport arenas, lakes and lagoons, airport, railway lines<br />
Energy supply Solar / wind / geothermal energy<br />
Time of construction Under planning<br />
Tasks Geotechnical feasibility study<br />
Geotechnical, geological and hydrogeological consultancy<br />
Consultancy, calculations and design for the use of geothermal energy<br />
,
<strong>PROF</strong>. <strong>DIPL</strong>.-<strong>ING</strong>. H. <strong>QUICK</strong> • <strong>ING</strong>ENIEURE <strong>UND</strong> <strong>GEOLOGEN</strong> <strong>GMBH</strong><br />
� SPECIAL PROJECTS<br />
Abu Dhabi, United Arab Emirates • Water Falcon<br />
Design Werner Sobek, Germany<br />
Abu Dhabi<br />
3 possible locations<br />
Location Abu Dhabi, United Arab Emirates<br />
Description Creation of a new City with official buildings, residential buildings, hotels,<br />
luxury and high quality housing, business center, shopping malls, parks,<br />
beaches and water canals<br />
Time of construction Under planning<br />
Tasks Geotechnical, geological and hydrogeological consultancy<br />
,
<strong>PROF</strong>. <strong>DIPL</strong>.-<strong>ING</strong>. H. <strong>QUICK</strong> • <strong>ING</strong>ENIEURE <strong>UND</strong> <strong>GEOLOGEN</strong> <strong>GMBH</strong><br />
� SPORT ARENAS<br />
Munich • Allianz-Arena<br />
Design Herzog & de Meuron, Switzerland<br />
Location Munich, Germany<br />
Height of the arena 50 m<br />
Dimensioning 258 x 227 m<br />
Capacity 66,000<br />
Time of construction 2002 - 2005<br />
Tasks Concept, tender and allocation of the ground investigation<br />
Supervision of the ground investigation<br />
Ground and foundation report<br />
Design and numerical simulations of the foundation<br />
Supervision and documentation of the geotechnical work
<strong>PROF</strong>. <strong>DIPL</strong>.-<strong>ING</strong>. H. <strong>QUICK</strong> • <strong>ING</strong>ENIEURE <strong>UND</strong> <strong>GEOLOGEN</strong> <strong>GMBH</strong><br />
� SPORT ARENAS<br />
Frankfurt/Main • Commerzbank Arena<br />
Design Gerkan, Marg und Partner (gmp), Germany<br />
Location Frankfurt/Main, Germany<br />
Height of the arena 33 m<br />
Dimensioning 290 x 250 m<br />
Capacity 52,000<br />
Time of construction 2003 - 2005<br />
Tasks Concept, tender and allocation of the ground investigation<br />
Supervision of the ground investigation<br />
Ground and foundation report<br />
Design and numerical simulations of the foundation<br />
Supervision and documentation of the geotechnical work<br />
Geoenvironmental and structural fabric report
<strong>PROF</strong>. <strong>DIPL</strong>.-<strong>ING</strong>. H. <strong>QUICK</strong> • <strong>ING</strong>ENIEURE <strong>UND</strong> <strong>GEOLOGEN</strong> <strong>GMBH</strong><br />
� SPORT ARENAS<br />
Cologne • RheinEnergieStadion<br />
Design Gerkan, Marg und Partner (gmp), Germany<br />
Location Cologne, Germany<br />
Height of the arena 33 m<br />
Dimensioning 220 x 180 m<br />
Capacity 51,000<br />
Time of construction 2001 - 2004<br />
Tasks Concept, tender and allocation of the ground investigation<br />
Supervision of the ground investigation<br />
Ground and foundation report<br />
Design and numerical simulations of the foundation<br />
Supervision and documentation of the geotechnical work<br />
Geoenvironmental and structural fabric report
<strong>PROF</strong>. <strong>DIPL</strong>.-<strong>ING</strong>. H. <strong>QUICK</strong> • <strong>ING</strong>ENIEURE <strong>UND</strong> <strong>GEOLOGEN</strong> <strong>GMBH</strong><br />
� SPORT ARENAS<br />
Tashkent, Uzbekistan • Sport Park „Bunjodkor“<br />
Design Gerkan, Marg und Partner (gmp) & Werner Sobek, Germany<br />
Location Tashkent, Uzbekistan<br />
Height of the stadium 34 m<br />
Dimensioning of the stadium 218 x 181 m<br />
Capacity 35,000<br />
Time of construction 2009 - 2010<br />
Tasks Ground and foundation report<br />
Geotechnical and geological consultancy<br />
Design and numerical simulations of the foundation<br />
Supervision and documentation of the geotechnical work<br />
�<br />
Stadium<br />
Sport school
<strong>PROF</strong>. <strong>DIPL</strong>.-<strong>ING</strong>. H. <strong>QUICK</strong> • <strong>ING</strong>ENIEURE <strong>UND</strong> <strong>GEOLOGEN</strong> <strong>GMBH</strong><br />
� INFRASTRUCTURE<br />
Arabian peninsula<br />
Cairo<br />
Nicosia<br />
Beirut<br />
Jerusalem<br />
Asmara<br />
Amman<br />
Damaskus<br />
Jeddah<br />
1<br />
Riyadh<br />
Jubail<br />
Dammam Manama<br />
4 Port Saqre<br />
Doha Dubai<br />
Hufuf<br />
3<br />
Abu Dhabi Khor Fakkan<br />
Sanaa<br />
Baghdad<br />
Kuwait<br />
Haradh<br />
Teheran<br />
Ruwais<br />
Landbridge Project, Kingdom of Saudi Arabia<br />
Riyadh Jeddah<br />
2<br />
Muscat<br />
Asgabat<br />
1<br />
2<br />
3<br />
4<br />
Landbridge Project<br />
Riyadh - Jeddah, Dammam - Jubail<br />
U.A.E. Rail Project<br />
Ruwais - Abu Dhabi - Dubai -<br />
Port Saqr - Fujairah/Khor Fakkan<br />
Dubai Light Rail Project<br />
Qatar Integrated Railway Network<br />
Location Riyadh – Jeddah, Dammam – Jubail<br />
Length more than 1,000 km<br />
950 km of new line between Riyadh - Jeddah<br />
115 km of new line between Dammam - Jubail<br />
450 km existing Dammam – Riyadh line will be upgraded<br />
Bridges 293<br />
Tunnel 1 (planned)<br />
Tasks Geotechnical, hydrogeological and tunnelling consultancy<br />
Geotechnical and tunnelling risk management
<strong>PROF</strong>. <strong>DIPL</strong>.-<strong>ING</strong>. H. <strong>QUICK</strong> • <strong>ING</strong>ENIEURE <strong>UND</strong> <strong>GEOLOGEN</strong> <strong>GMBH</strong><br />
U.A.E. Rail Project, United Arab Emirates<br />
Sabkha Igneous rocks (north-east-coast)<br />
Location Ruwais – Abu Dhabi – Dubai – Port Saqr – Fujairah/Khor Fakkan<br />
Length 650 km<br />
Bridges planned<br />
Tunnel 1 (planned 4.5 km)<br />
Time of construction (planned)<br />
Tasks Geotechnical and tunnelling feasibility study<br />
Geological and hydrogeological report<br />
Dubai Light Rail Project, United Arab Emirates<br />
Location Dubai<br />
Length 68.6 km<br />
Bridges -<br />
Tunnel 2 (total length 11.5 km)<br />
Time of construction 2005 - 2009<br />
Tasks Geotechnical and tunnelling risk management
<strong>PROF</strong>. <strong>DIPL</strong>.-<strong>ING</strong>. H. <strong>QUICK</strong> • <strong>ING</strong>ENIEURE <strong>UND</strong> <strong>GEOLOGEN</strong> <strong>GMBH</strong><br />
Qatar Integrated Railway Network, Qatar<br />
West Bay<br />
Long-distance rail Metro<br />
Location Qatar<br />
Length Long-distance rail 325 km / Metro 352 km<br />
Tunnel Total length approx. 65 km<br />
Time of construction (planned)<br />
Tasks Geotechnical and tunnelling consultancy<br />
Implementation Plan FIFA-World Cup 2022, Doha<br />
West Bay<br />
Doha West Bay
<strong>PROF</strong>. <strong>DIPL</strong>.-<strong>ING</strong>. H. <strong>QUICK</strong> � <strong>ING</strong>ENIEURE <strong>UND</strong> <strong>GEOLOGEN</strong> <strong>GMBH</strong><br />
�� HIGH-SPEED RAILWAY LINES, GERMANY<br />
Cologne<br />
1<br />
Mannheim<br />
3<br />
Basle<br />
Frankfurt<br />
2<br />
8<br />
Karlsruhe<br />
Hannover<br />
Stuttgart<br />
Ulm<br />
4<br />
6<br />
Würzburg<br />
Erfurt<br />
Augsburg<br />
Ebensfeld<br />
Nuremberg<br />
5<br />
7<br />
Ingolstadt<br />
Munich<br />
Leipzig<br />
1<br />
2<br />
3<br />
4<br />
5<br />
6<br />
7<br />
8<br />
Cologne - Rhine / Main<br />
Rhine / Main - Rhine / Neckar<br />
Karlsruhe - Basle<br />
Stuttgart - Ulm - Augsburg<br />
Nuremberg - Ingolstadt - Munich<br />
Ebensfeld - Erfurt<br />
Erfurt - Leipzig/Halle<br />
Hannover - Würzburg
<strong>PROF</strong>. <strong>DIPL</strong>.-<strong>ING</strong>. H. <strong>QUICK</strong> • <strong>ING</strong>ENIEURE <strong>UND</strong> <strong>GEOLOGEN</strong> <strong>GMBH</strong><br />
� HIGH-SPEED RAILWAY LINES, GERMANY<br />
Services<br />
�<br />
Cologne-<br />
Rhine / Main<br />
�<br />
Rhine / Main-<br />
Rhine / Neckar<br />
�<br />
Karlsruhe-Basle<br />
�<br />
Stuttgart-Ulm-<br />
Augsburg<br />
�<br />
Nuremberg-<br />
Ingolstadt-<br />
Munich<br />
�<br />
Ebensfeld-Erfurt<br />
�<br />
Erfurt-Leipzig/Halle<br />
�<br />
Hannover-<br />
Würzburg<br />
• geotechnical, tunnelling, hydrogeological and environmental expertise on the basis of archives<br />
• preparation of bidding documents for construction works, participation in solicitations and awarding of<br />
contracts<br />
• preparation of investigation announcements for the authorities<br />
• consultancy of the client regarding geophysical investigation methods, Preparation of bidding / tender<br />
documents, participation in solicitations and awarding of contracts<br />
• ground and foundation expertises, feasibility studies, preliminary and approval planning incl. structural<br />
design<br />
• geotechnical, tunnelling, hydrogeological and environmental consultancy of the client<br />
• proof of approval and execution plannings incl. numerical analysis<br />
• controlling of Construction Supervision<br />
• participation in the geotechnical and tunnelling contract / claim management of the client<br />
• geotechnical, tunnelling, hydrogeological and environmental expertise on the basis of archives<br />
• preparation of bidding documents for construction works, participation in solicitations and awarding of<br />
contracts<br />
• preparation of investigation announcements for the authorities<br />
• carrying out of standard procedures and tender documents for geotechnical consultants related to<br />
several lots<br />
• coordination of geotechnical consultants related to several lots<br />
• preparation of the geotechnical expertise for the entire line<br />
• collection of historical data, concept for environmental investigation<br />
• hydrogeological consultancy for the client<br />
• consultancy of the client regarding geophysical investigation methods, Preparation of bidding / tender<br />
documents, participation in solicitations and awarding of contracts<br />
• cooperation with the client for the preparation of bidding documents for construction works, participation<br />
in solicitations and awarding of contracts<br />
• investigation programme and supervision of investigation<br />
• expert monitoring of the ground investigation<br />
• preparation of the geotechnical, tunnelling, hydrogeological and environmental expertise for the entire<br />
line<br />
• preparation of construction related ground and foundation expertise<br />
• geotechnical, tunnelling, hydrogeological and environmental consultancy of the client,<br />
• working out of a geotechnical, tunnelling, hydrogeological, vibrancy related and architectural conservation<br />
of evidence programme<br />
• coordination of all measures for conservation of evidence<br />
• geotechnical numerical considerations regarding the stability of the landslides Bad Bellingen, Schliengener<br />
Weinberg and for the portal zone North of the Katzenbergtunnel<br />
• supervision of ground investigation<br />
• time and cost control management<br />
• contract / claim management<br />
• safety and health coordination according to German Standard<br />
• geotechnical and tunnelling consultancy of the client, i.e.:<br />
• cooperation in working group „Karst“<br />
• geotechnical supervision of geophysical investigations<br />
• numerical considerations regarding the stability of slopes / cuts in kartsic terrain<br />
• geotechnical documentation, recommendations for a economical optimized construction of cuts in soil<br />
• feasibility study for the tunnel E2<br />
• consultancy for the tunnel construction “Tunnel Euerwang“<br />
• stability considerations (Finite-Element-Method), analysis of the scenario „failure deep de-watering<br />
Auer Berg”<br />
• concept for monitoring according EC 7<br />
• cooperation in contract / claim management with the client<br />
• ground and foundation expertise, feasibility study, preliminary and approval planning (incl. compressed-air<br />
driving concept, freezing of the ground, proof of alternative studies from technical and economical<br />
point of view, concept and evaluation of pile-load-testings, preparation of documents regarding<br />
the exposure with water for the authorities, conservation of evidence “Tunnel Offenbau<br />
• numerical considerations regarding the stability of cuts<br />
• preliminary planning<br />
• geotechnical consultant<br />
• claim management<br />
• approval of the executive planning<br />
• concept, tender and allocation of the soil investigation<br />
• supervision of the soil investigation<br />
• preparation geotechnical, tunneling, hydrogeological and rock mechanical expertise<br />
• preparation of bidding documents for construction works, participation in solicitations and awarding of<br />
contracts<br />
• planning, supervision and evaluation of insitu test<br />
• preparation of the preliminary, approval and executive planning<br />
• continuous evaluation of the monitoring (tunnels)<br />
• determination of the measure of the temporary supports during tunnel driving<br />
• geotechnical and tunneling consultancy and supervision during construction
<strong>PROF</strong>. <strong>DIPL</strong>.-<strong>ING</strong>. H. <strong>QUICK</strong> • <strong>ING</strong>ENIEURE <strong>UND</strong> <strong>GEOLOGEN</strong> <strong>GMBH</strong><br />
� HIGH-SPEED RAILWAY LINES<br />
Cologne - Rhine/Main<br />
Lahntalbrücke<br />
Cologne<br />
Wallbachtalbrücke<br />
Frankfurt<br />
Cologne Frankfurt<br />
Location DB New High-Speed Railway Line Cologne - Rhine/Main, Germany<br />
Length 177 km<br />
Bridges 18<br />
Tunnel 30<br />
Time of construction 1996 - 2002<br />
Tasks Concept, tender and allocation of the ground investigation<br />
Supervision of the ground investigation<br />
Ground and tunnelling report<br />
Geotechnical and tunnelling consultancy<br />
Supervision and documentation of the geotechnical work<br />
Concept of monitoring programmes incl. evaluation<br />
Geotechnical and tunnelling approval of the execution planning<br />
Geotechnical and tunnelling risk and contract management<br />
Comprehensive evaluation of displacements
<strong>PROF</strong>. <strong>DIPL</strong>.-<strong>ING</strong>. H. <strong>QUICK</strong> • <strong>ING</strong>ENIEURE <strong>UND</strong> <strong>GEOLOGEN</strong> <strong>GMBH</strong><br />
� HIGH-SPEED RAILWAY LINES<br />
Nuremberg – Ingolstadt – Munich<br />
Location DB New High-Speed Railway Line Nuremberg – Ingolstadt - Munich,<br />
Germany<br />
Length 171 km<br />
Bridges 7<br />
Tunnel 9<br />
Time of construction 1999 - 2006<br />
Tasks Concept, tender and allocation of the ground investigation in consideration<br />
of “Karst”<br />
Supervision of the ground investigation<br />
Numerical simulations for the proof of the ultimate and serviceability limit<br />
state<br />
Supervision and documentation of the geotechnical work<br />
Geotechnical and tunnelling consultancy<br />
Geotechnical and tunnelling risk and contract management<br />
Concept of monitoring programmes incl. evaluation
<strong>PROF</strong>. <strong>DIPL</strong>.-<strong>ING</strong>. H. <strong>QUICK</strong> • <strong>ING</strong>ENIEURE <strong>UND</strong> <strong>GEOLOGEN</strong> <strong>GMBH</strong><br />
� TUNNEL<br />
Brenner Basetunnel, Investigation Tunnel Aicha · Italy<br />
Investigation Tunnel<br />
Innsbruck<br />
Brenner Basetunnel<br />
Bolzano<br />
Location Franzensfeste, Italy · Extension Line Munich – Verona<br />
Length of tunnel Investigation Tunnel approx. 10 km, Brenner Basetunnel approx. 52 km<br />
Tunnelling method Conventional and mechaniced<br />
Time of construction 2008 – 2012 (Investigation Tunnel)<br />
Tasks Geotechnical consultancy<br />
Supervision and documentation of the geotechnical work
<strong>PROF</strong>. <strong>DIPL</strong>.-<strong>ING</strong>. H. <strong>QUICK</strong> • <strong>ING</strong>ENIEURE <strong>UND</strong> <strong>GEOLOGEN</strong> <strong>GMBH</strong><br />
� TUNNEL<br />
Brenner Basetunnel, Investigation Tunnel Periadriatic Seam · Italy<br />
Conjunction Area<br />
Investigation<br />
Tunnel<br />
Tunnel<br />
West<br />
Innsbruck<br />
Brenner Basetunnel<br />
Crosscut 48/2(2) Typ 2,<br />
L = 87 m<br />
Connection to<br />
Investigation Tunnel<br />
L = 420 m<br />
Connection to<br />
Investigation Tunnel<br />
Investigation Tunnel<br />
Periadriatic Seam<br />
Investigation Tunnel<br />
Periadriatic Seam<br />
assembly TBM<br />
Entrance Tunnel<br />
Mauls<br />
Conjunction Area<br />
Access Shaft<br />
Crosscut to Investigation Tunnel<br />
Crosscut 48/3(2) Typ 2,<br />
L = 59 m<br />
Mauls Section B<br />
L = 75 m<br />
Mauls Section A<br />
L = 172 m<br />
Entrance Tunnel Mauls<br />
L = 1607 m<br />
Investigation-<br />
Tunnel Aicha<br />
Logistic Section<br />
L = 148 m<br />
TBM assembly Cavern for<br />
Investigation Tunnel L = 35 m<br />
Connection Tunnel<br />
L = 41 m<br />
TBM assembly Caverns<br />
for Main Tunnel<br />
Gleis 1 und 2 L = 180 m<br />
Logistic Carvern<br />
L = 40 m<br />
Bolzano<br />
Investigation Tunnel<br />
Aicha<br />
Location Franzensfeste, Italy · Extension Line Munich – Verona<br />
Length of tunnel Investigation Tunnel 529 m + approx. 1325 m, Brenner Basetunnel 52 km<br />
Tunnelling method Universell<br />
Time of construction 2012 - (Investigation Tunnel)<br />
Tasks Geotechnical and tunnelling consultancy<br />
Determination of excavation classes<br />
Concept of monitoring programmes incl. evaluation<br />
Geotechnical and tunnelling riskmanagement<br />
Daily risk assessment and report<br />
Weekly reports on geotechnical and tunnelling data<br />
Tunnel<br />
East
<strong>PROF</strong>. <strong>DIPL</strong>.-<strong>ING</strong>. H. <strong>QUICK</strong> • <strong>ING</strong>ENIEURE <strong>UND</strong> <strong>GEOLOGEN</strong> <strong>GMBH</strong><br />
� TUNNEL<br />
Khojak-Tunnel, rehabilitation / dualization (road and railway) of an existing tunnel Pakistan<br />
Chaman<br />
Khojak-Tunnel<br />
No. 18 3.920 m<br />
Shela Bagh<br />
Location Province Belutschistan, Quetta, Chaman, Pakistan<br />
Length of tunnel 3920 m<br />
Diameter min. 8.0 m (planning)<br />
Tasks Assessment of possible rehabilitation measures on the basis of geotechnical<br />
and tunnelling archive documents and a site inspection<br />
Tunnelling consultancy
<strong>PROF</strong>. <strong>DIPL</strong>.-<strong>ING</strong>. H. <strong>QUICK</strong> • <strong>ING</strong>ENIEURE <strong>UND</strong> <strong>GEOLOGEN</strong> <strong>GMBH</strong><br />
� TUNNEL<br />
Dubai Light Rail Project · United Arab Emirates<br />
DMD<br />
Station Al Ras<br />
10.00 Creek<br />
0.00<br />
-10.00<br />
-20.00<br />
-30.00<br />
-40.00<br />
-50.00<br />
-60.00<br />
Tunnel 6800 m<br />
weak rocks<br />
Green Line<br />
upper silty sand<br />
lower silty sand<br />
Tunnel 4700 m<br />
Dubai Creek<br />
calcisiltite<br />
TBM, Dubai<br />
Station Al Ghubaiba<br />
Location Dubai, UAE<br />
Length of tunnel 2 tunnel, total length 11.5 km<br />
Section 78 m²<br />
Diameter 9.90 m<br />
Tunnelling method Shield tunnelling with liquid and/or earth supported face<br />
Time of construction since 2005<br />
Tasks Geotechnical and tunnelling risk management<br />
conglomerate
<strong>PROF</strong>. <strong>DIPL</strong>.-<strong>ING</strong>. H. <strong>QUICK</strong> • <strong>ING</strong>ENIEURE <strong>UND</strong> <strong>GEOLOGEN</strong> <strong>GMBH</strong><br />
� TUNNEL<br />
Extension of the Metro Tehran, Line 3 · Iran<br />
Line 3<br />
Location Tehran, Iran<br />
Total length 36 km<br />
Total length of tunnels 24 km<br />
Tunnelling method Shield and universal tunnelling and cut-and-cover method for the underground<br />
stations<br />
Time of construction since 2006<br />
Tasks Geotechnical and tunnelling consultancy
<strong>PROF</strong>. <strong>DIPL</strong>.-<strong>ING</strong>. H. <strong>QUICK</strong> • <strong>ING</strong>ENIEURE <strong>UND</strong> <strong>GEOLOGEN</strong> <strong>GMBH</strong><br />
� TUNNEL<br />
Frankfurt 21<br />
m.a.s.l.<br />
140.00<br />
120.00<br />
100.00<br />
80.00<br />
60.00<br />
40.00<br />
m.a.s.l.<br />
140.00<br />
120.00<br />
100.00<br />
80.00<br />
60.00<br />
40.00<br />
20.00<br />
0.00<br />
Frankfurt<br />
Main Station<br />
Frankfurt Clay<br />
Limestone Bed<br />
Subway<br />
Frankfurt limestone<br />
Frankfurt Clay<br />
Tunnel City North<br />
Main<br />
North Main Station<br />
Subway<br />
Subway<br />
Frankfurt Limestone<br />
Tertiary marl<br />
Location Frankfurt/Main, Germany<br />
Length of tunnel Tunnel City North 2 x 3,130 m<br />
Tunnelling method<br />
Tunnel City South 2 x 1,770 m<br />
Shield driving / Earth supported face (planning)<br />
Section 4 Single-tracked<br />
Time of construction Planning<br />
Tasks Geotechnical and tunnelling feasibility study<br />
Concept, tender and allocation of the ground investigation<br />
Supervision of the ground investigation<br />
Ground and foundation report, tunnelling report<br />
gw<br />
South
<strong>PROF</strong>. <strong>DIPL</strong>.-<strong>ING</strong>. H. <strong>QUICK</strong> • <strong>ING</strong>ENIEURE <strong>UND</strong> <strong>GEOLOGEN</strong> <strong>GMBH</strong><br />
� TUNNEL<br />
Tunnel Frankfurter Kreuz<br />
fill<br />
sand<br />
sand/gravel<br />
sand<br />
final concrete<br />
lining<br />
sand<br />
silt/clay<br />
sand<br />
silt/clay<br />
final lining<br />
track level<br />
II<br />
II<br />
overall<br />
cross<br />
section<br />
shotcrete<br />
initial lining<br />
excavation/bench/invert<br />
invert<br />
ground surface<br />
(BAB A3)<br />
backfill concrete<br />
"Sägezahn"<br />
bench<br />
jet grouted floor cover<br />
top heading cross section<br />
top heading<br />
support core<br />
transverse bulkhead<br />
I<br />
embankment BAB A3<br />
jet grouted roof cover<br />
I<br />
jet grouted<br />
face columns<br />
7 m<br />
gw<br />
top heading support<br />
core<br />
gw<br />
quaternary<br />
(pleistocene)<br />
tertiary<br />
(pliocene)<br />
15 m<br />
6 m<br />
embankment BAB A3<br />
quarternary<br />
(pleistocene)<br />
tertiary<br />
(pliocene)<br />
shotcrete<br />
initial lining<br />
final concrete<br />
lining<br />
track level<br />
bench<br />
jet grouted<br />
floor cover<br />
II I<br />
invert<br />
II I<br />
ground surface<br />
(BAB A3)<br />
jet grouted roof cover<br />
jet grouted<br />
face columns<br />
Location DB New High-Speed Railway Line Cologne-Rhine/Main, Germany<br />
Length of tunnel 1,886 m<br />
Tunnelling method Shotcrete tunnelling with partial drivings (282m)<br />
Section Double-tracked<br />
150 m² (full section)<br />
Time of construction 1996 - 1999<br />
Tasks Geotechnical and tunnelling feasibility study<br />
Concept, tender and allocation of the ground investigation<br />
Supervision of the ground investigation<br />
Ground and foundation report, tunnelling report<br />
Supervision and documentation of the geotechnical work<br />
Concept of monitoring programmes incl. evaluation<br />
Geotechnical and tunnelling contract and claim management
<strong>PROF</strong>. <strong>DIPL</strong>.-<strong>ING</strong>. H. <strong>QUICK</strong> • <strong>ING</strong>ENIEURE <strong>UND</strong> <strong>GEOLOGEN</strong> <strong>GMBH</strong><br />
� TUNNEL<br />
Subway Tunnel U5<br />
start shaft<br />
m.a.s.l.<br />
jet grouted block<br />
35<br />
30<br />
25<br />
20<br />
15<br />
10<br />
5<br />
North<br />
track 1<br />
stones and<br />
blocks<br />
shield driving [m]<br />
100<br />
150<br />
start shaft<br />
U5<br />
200<br />
filling<br />
upper sand<br />
valley sand<br />
track level<br />
melting water sand<br />
Brandenburger<br />
Tor<br />
planned subway tunnel<br />
jet grouted block<br />
250 300<br />
350 400<br />
450 500 550<br />
Location Berlin, Germany<br />
Length of tunnel Tunnel 1 480 m<br />
Tunnel 2 498 m<br />
Tunnelling method Shield driving (liquid-supported face by means of a mix-shield<br />
machine)<br />
Section 2 Single-tracked<br />
69 m² (full section)<br />
Time of construction 1998 - 2000<br />
Tasks Geotechnical and tunnelling consultancy<br />
Supervision and documentation of the geotechnical work<br />
Geotechnical and tunnelling contract and claim management<br />
East<br />
target
<strong>PROF</strong>. <strong>DIPL</strong>.-<strong>ING</strong>. H. <strong>QUICK</strong> • <strong>ING</strong>ENIEURE <strong>UND</strong> <strong>GEOLOGEN</strong> <strong>GMBH</strong><br />
� TUNNEL<br />
U55 Shuttle, subway station Brandenburger Tor<br />
filling<br />
subway station, "Unter den Linden"<br />
valley sand<br />
boulder clay/<br />
stones and blocks<br />
valley sand / melting water sand<br />
26<br />
27<br />
25<br />
28<br />
24<br />
29<br />
4<br />
5<br />
23<br />
3<br />
30<br />
6<br />
gw -2.00 m<br />
steel column<br />
2<br />
7<br />
Shotcrete initial lining<br />
1<br />
8<br />
22.0 m<br />
gallery south gallery north<br />
centre gallery<br />
14<br />
9<br />
22<br />
15<br />
13<br />
10<br />
12<br />
11<br />
21<br />
16<br />
20<br />
17<br />
frozen body<br />
19<br />
18<br />
10.4 m<br />
Microtunnel Ø 1.636 m<br />
Location Berlin, Germany<br />
Length of tunnel 90 m (subway station “Brandenburger Tor”)<br />
Tunnelling method Universal driving protected by frozen ground technology<br />
(30 Microtunnel, ø1.62 m)<br />
Time of construction 2005 - 2009<br />
Tasks Geotechnical and tunnelling consultancy<br />
Geotechnical and tunnelling contract management<br />
Numerical deformation simulations<br />
No. 76
<strong>PROF</strong>. <strong>DIPL</strong>.-<strong>ING</strong>. H. <strong>QUICK</strong> • <strong>ING</strong>ENIEURE <strong>UND</strong> <strong>GEOLOGEN</strong> <strong>GMBH</strong><br />
� TUNNEL<br />
New S-Bahn S21 Berlin • Westhafen – Central Station<br />
S21<br />
Total-Tower<br />
Location Berlin, Germany<br />
Length of tunnel and trough 610 m / 190 m<br />
Tunnelling method Open cut construction<br />
Time of construction since 2009<br />
Tasks Geotechnical and tunnelling approval of the execution planning<br />
for the Federal Railway Authority<br />
S21
<strong>PROF</strong>. <strong>DIPL</strong>.-<strong>ING</strong>. H. <strong>QUICK</strong> • <strong>ING</strong>ENIEURE <strong>UND</strong> <strong>GEOLOGEN</strong> <strong>GMBH</strong><br />
� TUNNEL<br />
Stuttgart 21 • PFA 1.1 Undercrossing with Central Station<br />
Origin: Aldinger & Wolf<br />
Location Stuttgart, Germany<br />
Length PFA 1.1 approx. 900 m<br />
Foundation Open cut construction (Raft Foundation/Pile Foundation)<br />
Time of construction since 2011<br />
Tasks<br />
Geotechnical approval of the execution planning<br />
Supervision - documentation of geotechnical works<br />
Geotechnical and tunnelling consultancy<br />
Checking of plans<br />
Undercrossing<br />
Building of Infrastructure<br />
Origine: dpa
<strong>PROF</strong>. <strong>DIPL</strong>.-<strong>ING</strong>. H. <strong>QUICK</strong> • <strong>ING</strong>ENIEURE <strong>UND</strong> <strong>GEOLOGEN</strong> <strong>GMBH</strong><br />
� TUNNEL<br />
Lohbergtunnel<br />
Location Mühltal, Germany<br />
Length of tunnel 1080 m<br />
Section 86.6 m²<br />
Diameter 10.5 m<br />
Tunnelling method Shotcrete tunnelling with partial drivings<br />
Time of construction 2003 – 2007<br />
Tasks Supervision and documentation of the geotechnical work and of the face<br />
Geotechnical and tunnelling consultancy<br />
Geotechnical and tunnelling contract management<br />
Geoenvironmental report (Asbestos)
<strong>PROF</strong>. <strong>DIPL</strong>.-<strong>ING</strong>. H. <strong>QUICK</strong> • <strong>ING</strong>ENIEURE <strong>UND</strong> <strong>GEOLOGEN</strong> <strong>GMBH</strong><br />
� TUNNEL<br />
Siegauentunnel<br />
m.a.s.l.<br />
55<br />
50<br />
45<br />
40<br />
35<br />
highway A560<br />
door frame slab method<br />
compressed-air<br />
driving (170 m)<br />
curch<br />
churchyard<br />
community centre<br />
driving section<br />
170 m compressed-air driving<br />
pilot tunnel<br />
shotcrete tunnelling with<br />
side wall drifts (200 m) open cut<br />
North South<br />
station 390 Tertiary basement clay<br />
Tertiary<br />
channel filling Quaternary<br />
station 220<br />
clay<br />
sand and silt<br />
surface<br />
Quaternary<br />
gw<br />
Tertiary<br />
13 m<br />
jet grouted<br />
column Ø1.30 m<br />
core<br />
12.45 m<br />
pilot tunnel<br />
side wall side wall<br />
shotcrete<br />
bench/invert<br />
profile<br />
Location DB New High-Speed Railway Line Cologne-Rhine/Main, Germany<br />
Length of tunnel 2,202 m<br />
Tunnelling method Open cut, shotcrete tunnelling with sidewall drifts (200m), compressed-air<br />
driving (170 m), door frame slab method<br />
Section Double-tracked, 156 m² (full section)<br />
Time of construction 1998 - 2002<br />
Tasks Geotechnical and tunnelling consultancy<br />
Supervision and documentation of the geotechnical work<br />
Concept of monitoring programmes incl. evaluation<br />
Geotechnical and tunnelling contract and claim management<br />
7 m<br />
3.4 m<br />
3.5 m<br />
20 m
<strong>PROF</strong>. <strong>DIPL</strong>.-<strong>ING</strong>. H. <strong>QUICK</strong> • <strong>ING</strong>ENIEURE <strong>UND</strong> <strong>GEOLOGEN</strong> <strong>GMBH</strong><br />
� TUNNEL<br />
New Tunnel Mainz<br />
North<br />
Mainz main station<br />
concrete<br />
inner<br />
lining<br />
fill<br />
clay, silt, marl<br />
shotcrete lining<br />
excavation<br />
bench/invert<br />
max. 120 m<br />
fill<br />
limestone bed<br />
clay, silt, marl<br />
limestone bed<br />
Mainz centre<br />
~30 m<br />
top heading<br />
~50 m<br />
1-1.5 m<br />
1.292m<br />
fill<br />
sidewall drift<br />
1-1.5 m<br />
fill<br />
clay, silt, marl<br />
sidewall<br />
drift<br />
top<br />
heading<br />
bench/<br />
invert<br />
South<br />
Mannheim<br />
North South East<br />
West<br />
sidewall<br />
drift<br />
bolting<br />
gw fill fill gw<br />
Location DB Extension Line Mainz-Mannheim, Germany<br />
Length of tunnel 1,300 m<br />
Tunnelling method Shotcrete tunnelling with sidewall drifts<br />
Section Double-tracked<br />
130 m² (full section)<br />
Time of construction 1998 – 2001<br />
Tasks Geotechnical and tunnelling approval for the German Railway Authority
<strong>PROF</strong>. <strong>DIPL</strong>.-<strong>ING</strong>. H. <strong>QUICK</strong> • <strong>ING</strong>ENIEURE <strong>UND</strong> <strong>GEOLOGEN</strong> <strong>GMBH</strong><br />
� ENVIRONMENTAL GEOTECHNICS<br />
Construction of disposals<br />
Disposal Flotzgrün / Speyer, Germany Waste disposal Aßlar, Germany<br />
Base sealing, disposal Flotzgrün / Speyer, Germany Remediation of a contaminated site, Germany<br />
Base sealing, disposal Nieder-Ofleiden, Germany Waste disposal Heßheim, Germany<br />
Tasks Determination of required investigation<br />
Coordination of environmental investigation, sampling and supervision of field<br />
works<br />
Planning and supervision of disposal remediations<br />
Planning and supervision of new disposals and sealing systems<br />
Supervision and documentation of the geotechnical work<br />
Geotechnical and environmental consultancy<br />
Geotechnical approval<br />
Stability considerations<br />
Geotechnical and geoenvironmental reports
<strong>PROF</strong>. <strong>DIPL</strong>.-<strong>ING</strong>. H. <strong>QUICK</strong> • <strong>ING</strong>ENIEURE <strong>UND</strong> <strong>GEOLOGEN</strong> <strong>GMBH</strong><br />
� ENVIRONMENTAL GEOTECHNICS<br />
Abandoned sites, Contamination • Ground / Soilgas / Groundwater<br />
Tasks Study and evaluation of existing archive documents<br />
Historical research<br />
Geoenvironmental impact assessment<br />
Determination of required investigation / chemical-analytical parameters<br />
Coordination of concepts for remedation, sampling<br />
Preperation of concepts for remediation and disposal<br />
Planning and supervision of remediation (ground, soilgas, groundwater)<br />
Classification of waste and assessment according to national regulations<br />
Geoenvironmental reports
<strong>PROF</strong>. <strong>DIPL</strong>.-<strong>ING</strong>. H. <strong>QUICK</strong> • <strong>ING</strong>ENIEURE <strong>UND</strong> <strong>GEOLOGEN</strong> <strong>GMBH</strong><br />
� ENVIRONMENTAL GEOTECHNICS<br />
Building demolition / reconstruction / remediation and modification<br />
Tasks Evaluation / compilation of existing structural fabric and harmful substances<br />
Estimation of volume and mass<br />
Organisation of site works<br />
Evaluation of the risk potential concerning the waste<br />
Classification of waste<br />
Setting up programmes for the waste disposal<br />
Working out solicitations for the demolition and disposal<br />
Tender and allocation of the demolition works<br />
Supervision of the demolition, consulting during demolition<br />
Documentation and final conclusion
<strong>PROF</strong>. <strong>DIPL</strong>.-<strong>ING</strong>. H. <strong>QUICK</strong> • <strong>ING</strong>ENIEURE <strong>UND</strong> <strong>GEOLOGEN</strong> <strong>GMBH</strong><br />
� USE OF GEOTHERMAL ENERGY<br />
Deep geothermal energy<br />
Geothermal power plant unit Drilling rig for deep boreholes<br />
Electricity production with geothermal power plants<br />
Engineering services Concepts and feasibility studies for the construction of geothermal power<br />
plants<br />
Assessment of location<br />
Planning, supervision and evaluation of geothermal investigation works<br />
Accompanation during conceptual design phase of geothermal plant<br />
Geothermal expertise<br />
Geothermal and geotechnical risk assessment study<br />
Research
<strong>PROF</strong>. <strong>DIPL</strong>.-<strong>ING</strong>. H. <strong>QUICK</strong> • <strong>ING</strong>ENIEURE <strong>UND</strong> <strong>GEOLOGEN</strong> <strong>GMBH</strong><br />
� USE OF GEOTHERMAL ENERGY<br />
Shallow geothermal systems<br />
Horizontal heat exchangers<br />
• Fluid circulates within a closed tube systems<br />
• Located 0.2 m below local frost penetration depth<br />
• Undeveloped area required<br />
Heat exchanger tubes<br />
• Fluid circulates within a closed tube systems<br />
• Single heat exchanger tubes or assembly<br />
• Cooling and heating<br />
Earth affected structures<br />
• Fluid circulates within closed tube systems in earth<br />
affected concrete structures such as retaining walls,<br />
piles, rafts and tunnels<br />
• Cooling and heating<br />
energy<br />
anchor<br />
energy absorber<br />
system<br />
shotcrete<br />
inner lining<br />
horizontal<br />
energy absorber system
<strong>PROF</strong>. <strong>DIPL</strong>.-<strong>ING</strong>. H. <strong>QUICK</strong> • <strong>ING</strong>ENIEURE <strong>UND</strong> <strong>GEOLOGEN</strong> <strong>GMBH</strong><br />
� USE OF GEOTHERMAL ENERGY<br />
Shallow geothermal systems<br />
raft<br />
energy<br />
pile<br />
foundation pile = energy pile<br />
Engineering services Geological, geotechnical and hydrogeological expertise<br />
Planning, tendering and expert monitoring of investigation works (drillings,<br />
geothermal tests)<br />
Geothermal consultancy<br />
Design of shallow geothermal systems<br />
Expert monitoring during approval procedure of authorities<br />
Expert documentation<br />
Effects by using geothermal energy<br />
► Saves lifetime costs<br />
► Reduction of energy consumption<br />
► Environmental-friendly energy<br />
► Forward-looking thinking<br />
heat exchanger<br />
fit on the<br />
reinforcement<br />
Prof. Quick and Dr. Michael are active members of working groups concerning shallow and deep geothermal<br />
energy.
<strong>PROF</strong>. <strong>DIPL</strong>.-<strong>ING</strong>. H. <strong>QUICK</strong> � <strong>ING</strong>ENIEURE <strong>UND</strong> <strong>GEOLOGEN</strong> <strong>GMBH</strong><br />
�� GEOTECHNICAL RISK AND CONTRACT / CLAIM MANAGEMENT<br />
Geotechnical risk management<br />
�� Evaluation ground and system risks<br />
�� Realization of risk-simulations<br />
�� Evaluation of effects of risk concerning the ultimate and serviceability limit state<br />
�� Continuous comparison of the risk-analysis during execution of projects<br />
Contract / claim management<br />
�� Contract preparation and allocation (participation)<br />
�� Evaluation of solicitations<br />
�� Evaluation of ground and system risks during construction