01788nas a2200265 a 450000500170000000800410001703500150005810000140007324501220008726000670020930000220027649000570029850002420035550200680059752004050066565000300107065000200110065000370112070000370115770000430119470000460123771000850128381000890136885600650145720260818085934.0190404s2016    th u  m rtt   000 a eng d  a.b1230444x1 aLe Dam Ca10aDeformation of diaphragm wall and ground surface settlement induced by excavation at a project near Saigon river bank  aPathum Thani, Thailand :bAsian Institute of Technology,c2016  a54 leaves :bill.1 aResearch studies project report ;vno. PME-GEM-15-02  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  aResearch report (M. Eng.) - Asian Institute of Technology, 2016  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. 0aEngineering geotechnical. 0aSoil mechanics. 0aExcavationzVietnamzHo Chi Minh0 aNoppadol Phien-Wej,eChairperson1 aPham, Huy Giao,eExamination Committee0 aSuttisak Soralump,eExamination committee2 aDelta Civil & Industrial Construction Company  Ltd , Vietnam,eScholarship donor2 aAsian Institute of Technology.tResearch studies project report ;vno. PME-GEM-15-02  3Full-Textuhttp://203.159.5.9/ait-thesis/detail.php?q=B01497