jonas madeira guimarães neto - Universidade Estadual de Feira de ...
jonas madeira guimarães neto - Universidade Estadual de Feira de ...
jonas madeira guimarães neto - Universidade Estadual de Feira de ...
You also want an ePaper? Increase the reach of your titles
YUMPU automatically turns print PDFs into web optimized ePapers that Google loves.
ABSTRACT<br />
STUDY OF METHODOLOGIES ADOPTED IN THE CALCULATION OF RETAINING<br />
WALLS WITH NAILED SOILS WITH THE PRESENTATION OF A CASE STUDY<br />
Jonas Ma<strong>de</strong>ira Guimarães Neto<br />
April/2008<br />
Advisor: Prof. Dr. Carlos César Uchôa <strong>de</strong> Lima<br />
Program: Civil Engineering<br />
The stabilization technique soil nailing has unquestionably guaranteed its place as one<br />
of the principal options available in geotechnical engineering as a result of it popularization in<br />
earthwork applications the world over. The objective of this research project is to summarize<br />
published research in calculation methodologies for this technique as well as gather practical<br />
experience from field observations of the construction of a retaining wall done with soil<br />
nailing in a supermarket project in Salvador and to utilize this information to consolidate a<br />
simple set of procedures that were tested in the supermarket project used as the case study for<br />
the final project of the course. In presenting this case study, a soil retaining wall built on a site<br />
on Santiago <strong>de</strong> Compostella street, in the neighborhood of Brotas, municipality of Salvador,<br />
the different <strong>de</strong>sign elements were appropriately documented with a complete photographic<br />
record, a series of soil profiles to gather information on subsoils, on location rupture tests of<br />
the nailing systems, as well as laboratory tests done with intact samples. Also discussed is<br />
general soil nail retaining wall structural behavior in a review of the technical literature on the<br />
subject covering the origins of soil nailing as a soil strengthening technique, its evolution over<br />
the <strong>de</strong>ca<strong>de</strong>s and the different construction methods in use. In the conclusion, comments are<br />
ma<strong>de</strong> on the applicability of the calculation methodologies adopted in the case study and<br />
suggestions for the optimization of the construction techniques and performance of soil<br />
nailing.<br />
Key words: soil nailing, retaining walls, <strong>de</strong>sign<br />
viii