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

fYear

2011

fDate

9-11 Sept. 2011

Firstpage

3735

Lastpage

3737

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;

fLanguage

English

Publisher

ieee

Conference_Titel

Electronics, Communications and Control (ICECC), 2011 International Conference on

Conference_Location

Ningbo

Print_ISBN

978-1-4577-0320-1

Type

conf

DOI

10.1109/ICECC.2011.6066541

Filename

6066541