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author:

Zhang, M.-X. (Zhang, M.-X..) [1] | Xu, P. (Xu, P..) [2] | Jian, W.-B. (Jian, W.-B..) [3]

Indexed by:

Scopus PKU CSCD

Abstract:

The fatigue behavior of cemented soil is investigated by dynamic loading test of dynamic asymmetric sine wave load. According to the result of the test, the fatigue failure criterion of the cement -stabilized soil stress space is proposed; and a three parameters exponential function model of fatigue life model is established. There are many factors influencing cement-stabilized soil fatigue life; the analysis results show that the he higher cyclic load of the stress level, the shorter the fatigue life of the cement-stabilized soil is; longer on the contrary. Cement-stabilized soil age longer, cement ratio greater, and the fatigue life of the cement-stabilized soil will be longer.

Keyword:

Cemented soil; Dynamic load; Fatigue failure criterion; Fatigue life

Community:

  • [ 1 ] [Zhang, M.-X.]College of Civil Engineering, Henan Polytechnic University, Jiaozuo 454003, China
  • [ 2 ] [Zhang, M.-X.]Geotechnical Research Institute, Hohai University, Nanjing 210098, China
  • [ 3 ] [Xu, P.]Geotechnical Research Institute, Hohai University, Nanjing 210098, China
  • [ 4 ] [Jian, W.-B.]College of Environment and Resources, Fuzhou University, Fuzhou 35002, China

Reprint 's Address:

  • [Zhang, M.-X.]College of Civil Engineering, Henan Polytechnic University, Jiaozuo 454003, China

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Source :

Rock and Soil Mechanics

ISSN: 1000-7598

Year: 2010

Issue: 4

Volume: 31

Page: 1264-1268

1 . 5 0 0

JCR@2023

Cited Count:

WoS CC Cited Count: 0

SCOPUS Cited Count:

ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count:

Chinese Cited Count:

30 Days PV: 1

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