EFFECT OF OVER CONSOLIDATION RATIO ON COEFFICIENT OF STATIC EARTH PRESSURE

Yang Zhongyuan

doi:10.13204/j.gyjz200612014

Volume 36 Issue 12

Dec. 2014

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2006 > 36(12): 50-51,59

Liu Chunyang, Li Zhenbao, Ma Hua, Han Jianqiang. EXPERIMENT STUDY ON ASEISMIC BEHAVIOR OF RC FRAME SPACE JOINTS[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(6): 67-70. doi: 10.13204/j.gyjz201106014

Citation:

Yang Zhongyuan. EFFECT OF OVER CONSOLIDATION RATIO ON COEFFICIENT OF STATIC EARTH PRESSURE[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(12): 50-51,59. doi: 10.13204/j.gyjz200612014

Liu Chunyang, Li Zhenbao, Ma Hua, Han Jianqiang. EXPERIMENT STUDY ON ASEISMIC BEHAVIOR OF RC FRAME SPACE JOINTS[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(6): 67-70. doi: 10.13204/j.gyjz201106014

Citation:

Yang Zhongyuan. EFFECT OF OVER CONSOLIDATION RATIO ON COEFFICIENT OF STATIC EARTH PRESSURE[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(12): 50-51,59. doi: 10.13204/j.gyjz200612014

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EFFECT OF OVER CONSOLIDATION RATIO ON COEFFICIENT OF STATIC EARTH PRESSURE

doi: 10.13204/j.gyjz200612014

Yang Zhongyuan

1.
Zhejiang Institute of Communications Hangzhou 311112

Received Date: 2006-03-18
Publish Date: 2006-12-20

Abstract

Abstract

It is determined that coefficient of static earth pressure is influenced by the increase of over consolidation ratio(OCR).When over consolidation ratio exceeds 2.5,the relationship of coefficient of static earth pressure and over consolidation ratio is determined to be nonlinear,and expressed with an exponential function.Therefore,in order to avoid an uneconomical design of a retaining structure,over consolidation ratio should be considered to calculate earth pressure at a retaining structure by using the elastic and plasticity method.
- coefficient of static earth pressure,
- relative density,
- consolidation test,
- over consolidation ratio