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008 190404s2016 th u m rtt 000 a eng d
035 _a.b1230444x
099 9 _aAIT RSPR no.PME-GEM-15-02
100 1 _aLe Dam Ca
245 1 0 _aDeformation of diaphragm wall and ground surface settlement induced by excavation at a project near Saigon river bank
260 _aPathum Thani, Thailand :
_bAsian Institute of Technology,
_c2016
300 _a54 leaves :
_bill.
490 1 _aResearch studies project report ;
_vno. PME-GEM-15-02
500 _aA r esearch study submitted in partial fulfillment of the requirements for the Degree of Master of Engineering (Professional) in Geotechnical & Earth Resources Engineering With specialization in Geotechnical Engineering and Management
502 _aResearch report (M. Eng.) - Asian Institute of Technology, 2016
520 _aThe research involves a summary and interpretation of performance movement of diaphragm walls in a case study project of a deep excavation in the area of very thick soft clay layer in central Ho Chi Minh city, Vietnam. Morh - Coulomb and soft soil model and the back analysis of the suitable soil parameters are made the values were compos ed with FEM analysis using.
650 0 _aEngineering geotechnical.
650 0 _aSoil mechanics.
650 0 _aExcavation
_zVietnam
_zHo Chi Minh
700 0 _aNoppadol Phien-Wej,
_eChairperson
700 1 _aPham, Huy Giao,
_eExamination Committee
700 0 _aSuttisak Soralump,
_eExamination committee
710 2 _aDelta Civil & Industrial Construction Company Ltd , Vietnam,
_eScholarship donor
810 2 _aAsian Institute of Technology.
_tResearch studies project report ;
_vno. PME-GEM-15-02
856 _3Full-Text
_uhttp://203.159.5.9/ait-thesis/detail.php?q=B01497
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