02286nam a2200277 a 450000500170000000800410001703500150005810000220007324501430009526000560023830000220029450001820031650200570049852010810055565000290163665000160166570000370168170000430171870000460176171000570180785600650186490700250192990200110195499800280196599900150199320260817162524.0                                          a.b123428280 aKanthima Intachai10aAnalytical assessment on pile capacity in view of effects of groundwater drawdown and rebound associated with deep well pumping in Bangkok  aPathumthani :bAsian Institute of Technoloty,c2016  e1 online resource  aA thesis submitted in partial fulfillment of the requirements for the degree of Master of Engineering in Geotechnical and Earth Resource Engineering, School of Civil Engineering  aThesis (Ph.D.) - Asian Institute of Technology, 2016  aNowadays, the high-rise building and infrastructure is increasing in the Bangkok area. The design of pile foundation constructed on multi-layered soil deposits, the pile foundation designing depended on a practical experience and empirical design rules that need to generalization of subsoil conditions and important of all. There are problems of pile foundation design in Bangkok area because that have groundwater change occurs. Firstly, the heavy consumption of groundwater by deep well pumping which caused piezometric level decline and secondary, the low consumption of groundwater which decreased piezometric pressure in Bangkok and metropolitan area. Consequently, the single pile foundation analysis need to concentrate on groundwater level drawdown and rebound associated with soil conditions. Because of groundwater drawdown caused effective stress increased, and while groundwater recovery result in effective stress decreased occurs. Then, effective stress of soil is decreases and uplift pressure is increases which cause factor of safety of building is decrease. 0aPile (Civil engineering) 0aGroundwater0 aNoppadol Phien-Wej,eChairperson1 aPham, Huy Giao,eExamination Committee0 aSuttisak Soralump,eExamination committee2 aRoyal Thai Government Fellowship,eScholarship donor  3Full-Textuhttp://203.159.5.9/ait-thesis/detail.php?q=B04834  a.b12342828bmnaitcj  a240423  b0c200108dmea  fjg0  c5296d5296