Behavior of piles in liquefiable soil foundation for water barrier
➤ Gửi thông báo lỗi ⚠️ Báo cáo tài liệu vi phạmNội dung chi tiết: Behavior of piles in liquefiable soil foundation for water barrier
Behavior of piles in liquefiable soil foundation for water barrier
BEH AVIOR OF PILES IN LIQUEFI ABLE SOIL FOUNDATION FOR THU BO WATER BARRIERTran Thi Kim Anh\ th(.M' Mihmhk-d in partial fulfillment (if the requiremen Behavior of piles in liquefiable soil foundation for water barrier nts for the ƠCỈÍIVC of ihv hunt r.ducaii'H) \faMer Program hern ecu ( nix ci'Mtx »»f l.icgei I Igi- Belgium and Water Rk'-«iirrcvs I. nixerdtx »w R( i- \ ieuiamSupervisors: Assoc. Prof. Nginen Hong Nam-Water Resources Unixersih Nationalih: VietnamTHUTMrjiG £H Ki ’Mil CfrG M.TP lSW.Assoc. Prof. Dr. N Behavior of piles in liquefiable soil foundation for water barrier guyen Hong NamWater Resources UniversityEmail: nehongnamzi cmaii.comOctober 15th. 2012University of Liège. BelgiumWater Resources University. VietnamLBehavior of piles in liquefiable soil foundation for water barrier
ETTER OF CONFIRMATIONDear Sir/ Madam.I, the undersigned. Assoc. Prof. Dr. Nguyen Hong Nam, confirm by this letter that as the main supervisor of Ms. TBEH AVIOR OF PILES IN LIQUEFI ABLE SOIL FOUNDATION FOR THU BO WATER BARRIERTran Thi Kim Anh\ th(.M' Mihmhk-d in partial fulfillment (if the requiremen Behavior of piles in liquefiable soil foundation for water barrier she submits the final Master thesis to the Universities.Sincerely yours.Assoc. Prof. Dr. Nguyen Hong Nam Water Resources UniversityABSTRACTPilcd-sưuctures rested on sandy foundations may suffer collapses due to liquefied soils when strong earthquake occurs. In southern Vietnam, however, seismic des Behavior of piles in liquefiable soil foundation for water barrier ign of hydraulic structures has not been standardized by specifications. The possible reason could be due to the fact that there have not been frequenBehavior of piles in liquefiable soil foundation for water barrier
tly big earthquakes causing much damage. In order to prevent unexpected damage caused by strong earthquakes, design of sustainable hydraulic structureBEH AVIOR OF PILES IN LIQUEFI ABLE SOIL FOUNDATION FOR THU BO WATER BARRIERTran Thi Kim Anh\ th(.M' Mihmhk-d in partial fulfillment (if the requiremen Behavior of piles in liquefiable soil foundation for water barrier Chi Minh City inundation project, on thick sandy foundation was investigated with considering the possibility of earthquake-induced liquefaction. First, evaluation of potential liquefaction of pile foundation was carried out by the traditional simplified procedures extended by the Japanese specific Behavior of piles in liquefiable soil foundation for water barrier ations for highway bridges (JRA, 2002) and by Kramer (2008), using SPT data and other related index properties from the investigated boreholes at theBehavior of piles in liquefiable soil foundation for water barrier
project area. Second, simulation of pile foundation problem considering PGA by recent Vietnamese seismic standard TCXDVN 375:2000 was implemented by fBEH AVIOR OF PILES IN LIQUEFI ABLE SOIL FOUNDATION FOR THU BO WATER BARRIERTran Thi Kim Anh\ th(.M' Mihmhk-d in partial fulfillment (if the requiremen Behavior of piles in liquefiable soil foundation for water barrier ehaviors of single bored pile subjected to earthquake loadings were simulated by LPILE program with considering the applied pseudo-static loadings and initial pile lateral movements by QUAKE/W. In the simulation, the interaction between the pile and its surrounding soils was simulated by a series of Behavior of piles in liquefiable soil foundation for water barrier Winkler springs with their stiffness coefficients evaluated by two methods, namely, Bowles (1997) and JRA (2002). The simulation results from variousBehavior of piles in liquefiable soil foundation for water barrier
cases and parametric studies showed that behavior of single bored pile during seismic loading was significantly different compared with that during sBEH AVIOR OF PILES IN LIQUEFI ABLE SOIL FOUNDATION FOR THU BO WATER BARRIERTran Thi Kim Anh\ th(.M' Mihmhk-d in partial fulfillment (if the requiremen Behavior of piles in liquefiable soil foundation for water barrier was extremely valuable throughout my thesis.I would like to thank Institute of Water Resources and Environments and his staff that supported me to collect geological investigation data for the case study.I sincerely appreciate my company, Hydraulic Structures Investment and Management Board No.9 for Behavior of piles in liquefiable soil foundation for water barrier time support.Thanks arc sent to my parents for providing me the financial support, to my husband for his comments about the thesis and to my sister tBehavior of piles in liquefiable soil foundation for water barrier
hat facilitated me for the time to study.2CONTENTSABSTRACT.................................................................1ACKNOWLEDGMENTS...........BEH AVIOR OF PILES IN LIQUEFI ABLE SOIL FOUNDATION FOR THU BO WATER BARRIERTran Thi Kim Anh\ th(.M' Mihmhk-d in partial fulfillment (if the requiremen Behavior of piles in liquefiable soil foundation for water barrier .............................................5LIST OF TABLES...........................................................8CHAPTER 1. INTRODUCTION..................................................91.1Background.........................................................91.2Purpose of study................ Behavior of piles in liquefiable soil foundation for water barrier ..................................10BEH AVIOR OF PILES IN LIQUEFI ABLE SOIL FOUNDATION FOR THU BO WATER BARRIERTran Thi Kim Anh\ th(.M' Mihmhk-d in partial fulfillment (if the requiremenBEH AVIOR OF PILES IN LIQUEFI ABLE SOIL FOUNDATION FOR THU BO WATER BARRIERTran Thi Kim Anh\ th(.M' Mihmhk-d in partial fulfillment (if the requiremenGọi ngay
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