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100 0 _aKanthima Intachai
245 1 0 _aAnalytical assessment on pile capacity in view of effects of groundwater drawdown and rebound associated with deep well pumping in Bangkok
260 _aPathumthani :
_bAsian Institute of Technoloty,
_c2016
300 _e1 online resource
500 _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
502 _aThesis (Ph.D.) - Asian Institute of Technology, 2016
520 _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.
650 0 _aPile (Civil engineering)
650 0 _aGroundwater
700 0 _aNoppadol Phien-Wej,
_eChairperson
700 1 _aPham, Huy Giao,
_eExamination Committee
700 0 _aSuttisak Soralump,
_eExamination committee
710 2 _aRoyal Thai Government Fellowship,
_eScholarship donor
856 _3Full-Text
_uhttp://203.159.5.9/ait-thesis/detail.php?q=B04834
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