TESTING STUDY ON THE CLAY SOIL'S UNLOADING PROPERTIES UNDER HIGH STRESS

Liu Ming; Huang Maosong; Ma Jinrong

doi:10.13204/j.gyjz200508018

Volume 35 Issue 8

Dec. 2014

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Liu Ming, Huang Maosong, Ma Jinrong. TESTING STUDY ON THE CLAY SOIL'S UNLOADING PROPERTIES UNDER HIGH STRESS[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(8): 71-74. doi: 10.13204/j.gyjz200508018

Citation:

Liu Ming, Huang Maosong, Ma Jinrong. TESTING STUDY ON THE CLAY SOIL'S UNLOADING PROPERTIES UNDER HIGH STRESS[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(8): 71-74. doi: 10.13204/j.gyjz200508018

Liu Ming, Huang Maosong, Ma Jinrong. TESTING STUDY ON THE CLAY SOIL'S UNLOADING PROPERTIES UNDER HIGH STRESS[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(8): 71-74. doi: 10.13204/j.gyjz200508018

Citation:

Liu Ming, Huang Maosong, Ma Jinrong. TESTING STUDY ON THE CLAY SOIL'S UNLOADING PROPERTIES UNDER HIGH STRESS[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(8): 71-74. doi: 10.13204/j.gyjz200508018

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TESTING STUDY ON THE CLAY SOIL'S UNLOADING PROPERTIES UNDER HIGH STRESS

doi: 10.13204/j.gyjz200508018

1.
1. Department of Geotechnical Engineering,Tongji University Shanghai 200092;
2.
2. College of Architecture &Engineering,China University of Mining and Technology Xuzhou 221008

Received Date: 2004-10-15
Publish Date: 2005-08-20

Abstract

Abstract

With the development of underground engineering,its more and more important to the research on soils unloading mechanical properties under high stress.On the basis of plenty of shear tests with clays unloading confining pressure or axial compression after consolidation,the conclusions of the relationship between clay deformation process and the change in strength under unloading stress path are drawn and explored, which provides a reliable basis for projects.
- high stress,
- clay,
- unloading,
- stress path

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References(7)

References

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