2007 Graduate Catalog and 2006 Annual R & D Report - Sirindhorn ...
2007 Graduate Catalog and 2006 Annual R & D Report - Sirindhorn ...
2007 Graduate Catalog and 2006 Annual R & D Report - Sirindhorn ...
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<strong>2007</strong> <strong>Graduate</strong> <strong>Catalog</strong> <strong>and</strong> <strong>2006</strong> <strong>Annual</strong> R & D <strong>Report</strong><br />
<strong>Sirindhorn</strong> International Institute of Technology (SIIT)<br />
School of Civil Engineering <strong>and</strong> Technology<br />
Faculty Members <strong>and</strong> Research Interests, <strong>2007</strong><br />
Dr. Amorn Pimanmas<br />
Associate Professor<br />
B.Eng. in Civil Engineering, Chulalongkorn University, Thail<strong>and</strong><br />
M.Eng. & Ph.D. in Civil Engineering, University of Tokyo, Japan<br />
Areas of Specialization: Behavior, analysis <strong>and</strong> evaluation of damaged reinforced concrete members <strong>and</strong><br />
structures; Nonlinear finite element analysis of reinforced concrete (RC) mechanics; Maintenance, repair <strong>and</strong><br />
inspection of RC buildings.<br />
Research Interests:<br />
Strengthening of Reinforced Concrete Members<br />
by Fiber Reinforced Composite<br />
Many existing reinforced concrete structures need<br />
strengthening to upgrade the load bearing capacity.<br />
Recently, fiber reinforced composite (plate <strong>and</strong> sheet)<br />
has been increasingly used to elevate the flexural<br />
capacity of the member. However, because of high<br />
stress concentration near the plate ends, peel-off<br />
failure takes place before fiber rupture. This reduces<br />
the efficient usage of fiber reinforced material. The<br />
research aims to prevent anchorage failure. A<br />
numerical analysis will be attempted to predict the<br />
anchorage failure load.<br />
Evaluation of Damaged Reinforced Concrete<br />
Members<br />
This research aims to evaluate the structural behavior<br />
of reinforced concrete members damaged by precracks.<br />
This is a necessary step towards the<br />
evaluation of the whole structure. Experimental<br />
programs will be arranged to study the behavior of<br />
pre-cracked reinforced concrete members. Here, we<br />
classify the target members into 2 cases; that is, RC<br />
members governed by concrete compression failure<br />
(deep beams, beams with transverse bars) <strong>and</strong> RC<br />
members governed by concrete tension failure (lightly<br />
reinforced beams, beams with no transverse bars).<br />
The aim is to formulate a universal theory that<br />
explains both the compression <strong>and</strong> tension behavior<br />
of pre-cracked RC elements <strong>and</strong> members.<br />
Dr. Krishna Murari Neaupane<br />
Associate Professor<br />
B.Eng. (First Class, First) Dept. of Mining & Geological Engineering, The University of Calcutta, India<br />
M.Eng. in Geotechnical Engineering Program, Asian Institute of Technology (AIT), Thail<strong>and</strong><br />
D.Eng. in Geotechnical Engineering, Saitama University, Japan<br />
Areas of Specialization: Numerical methods in geotechnical engineering; Mass transfer through porous media<br />
<strong>and</strong> its application to geoenvironmental problems; Underground space development <strong>and</strong> tunneling.<br />
Research Interests:<br />
Application of Coupled Processes to<br />
Geo-environmental Engineering<br />
Many geo-environmental problems, including nuclear<br />
waste repository <strong>and</strong> sanitary l<strong>and</strong>fill problems,<br />
involve three physical processes: mechanical, thermal<br />
<strong>and</strong> hydrological. Though one of these three physical<br />
processes plays a more dominant effect on the<br />
response of the system, the effect of the remaining<br />
processes may not be neglected, <strong>and</strong> a coupling of<br />
one or more processes is required for engineering<br />
analysis. The primary objective of this research is to<br />
model various geo-engineering problems using a<br />
coupled approach.<br />
Soft Computing: Artificial Neural Networks, GIS,<br />
ANP<br />
Geological engineering is often considered as an<br />
imprecise area of civil engineering. Artificial neural<br />
network can be a useful tool to deal with geotechnical<br />
'black-box' problems. Major focus is on the application<br />
of Geographic Information Systems (GIS) to the field<br />
of geo-environmental engineering. Applications of<br />
ANP <strong>and</strong> BPNN within the GIS framework are under<br />
consideration.<br />
Tunneling <strong>and</strong> Underground Excavation<br />
In rock tunneling, research interests are mainly in the<br />
area of stress distribution around underground<br />
openings, numerical analysis, geotechnical monitoring<br />
<strong>and</strong> tunnel safety. In soft ground tunneling, major<br />
concerns are ground deformation around openings<br />
<strong>and</strong> settlement due to subsurface excavation.<br />
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