Title :
Evaluation method and case study of liquefying ground lateral flow on piles foundation
Author :
WeiWei, Yu ; Xuan, Guo
Author_Institution :
Coll. of Stat., Capital Univ. of Econ. & Bus., Beijing, China
Abstract :
Case study and evaluation method of liquefying ground lateral flow on piles foundation are discussed more in this paper. The proposed distributed load method was utilized to simulate the effect of the lateral flow to pile foundation in liquefiable soil and through compared the analysis result to the site dig-investigate report, the mechanism of the damaged pile modes were conjectured. It indicated that calculated stress and deformation of piles get good agreement with the actually observed data. The practicability and potential of the proposed evaluation method was cited in part.
Keywords :
deformation; flow simulation; foundations; geotechnical engineering; liquefaction; soil; stress analysis; structural engineering; damaged pile modes; deformation; lateral flow simulation; liquefiable soil; liquefying ground lateral flow; piles foundation; stress; Buildings; Civil engineering; Earthquakes; Educational institutions; Force; Soil; Stress; Ku-shaped damage; Liquefying ground lateral flow; Pilefoundation; the proposed distributed load method;
Conference_Titel :
Electronics, Communications and Control (ICECC), 2011 International Conference on
Conference_Location :
Ningbo
Print_ISBN :
978-1-4577-0320-1
DOI :
10.1109/ICECC.2011.6066541
