The analysis of settlement for geogrid embankment and slope stability in valley soft foundation area

Author

Zhou, Ji ; Tian, Qiong

Author_Institution

Hunan Univ. of Sci. & Eng., Yongzhou, China

fYear

2011

fDate

22-24 April 2011

Firstpage

816

Lastpage

818

Abstract

Settlement and deformation will occur in upper part of valley soft foundation area due to the embankment filling. And the stress and deformation will vary after the geogrid has been laid beneath the embankment. This paper compare the magnitude of settlement , the distribution of differential settlement, and the calculation of slope stability safety factor by FEM software for Geotechnical Engineering in two different cases which has reinforcement with geogrid or not. It indicates the geogrid reinforcement can reduce the magnitude of settlement and the differential settlement of embankment. The stability of embankment will increase, and the development of embankment deformation will decrease.

Keywords

deformation; foundations; geotechnical engineering; mechanical stability; structural engineering computing; FEM software; deformation; embankment filling; geogrid embankment; geotechnical engineering; settlement analysis; slope stability safety factor; valley soft foundation area; Filling; Finite element methods; Safety; Shearing; Soil; Stability analysis; Stress; Geogrid; Reinforcement; Settlement; Soft foundation;

fLanguage

English

Publisher

ieee

Conference_Titel

Electric Technology and Civil Engineering (ICETCE), 2011 International Conference on

Conference_Location

Lushan

Print_ISBN

978-1-4577-0289-1

Type

conf

DOI

10.1109/ICETCE.2011.5776323

Filename

5776323