TEST STUDY OF REAL THREE AXLE ON CROSSRANGE UNLOADING DEFORMATION OF CLAY

Shi Ping; He Shixiu; Fan Dongkai

doi:10.13204/j.gyjz200906021

Volume 39 Issue 6

Dec. 2014

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Abstract

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2009 > 39(6): 88-91,104

Shi Ping, He Shixiu, Fan Dongkai. TEST STUDY OF REAL THREE AXLE ON CROSSRANGE UNLOADING DEFORMATION OF CLAY[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(6): 88-91,104. doi: 10.13204/j.gyjz200906021

Citation:

Shi Ping, He Shixiu, Fan Dongkai. TEST STUDY OF REAL THREE AXLE ON CROSSRANGE UNLOADING DEFORMATION OF CLAY[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(6): 88-91,104. doi: 10.13204/j.gyjz200906021

Shi Ping, He Shixiu, Fan Dongkai. TEST STUDY OF REAL THREE AXLE ON CROSSRANGE UNLOADING DEFORMATION OF CLAY[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(6): 88-91,104. doi: 10.13204/j.gyjz200906021

Citation:

Shi Ping, He Shixiu, Fan Dongkai. TEST STUDY OF REAL THREE AXLE ON CROSSRANGE UNLOADING DEFORMATION OF CLAY[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(6): 88-91,104. doi: 10.13204/j.gyjz200906021

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TEST STUDY OF REAL THREE AXLE ON CROSSRANGE UNLOADING DEFORMATION OF CLAY

doi: 10.13204/j.gyjz200906021

1.
School of Architecture Engineering,Shandong University of Technology,Shandong Zibo 255049

Received Date: 2008-12-12
Publish Date: 2009-06-20

Abstract

Abstract

Unloading engineering is often met as a matter of fact,and the path of keep major stress-strain invariant and minor stress-strain reduced exist indeed in all the sress pathes.A series of experimental researches on the deformation character were made about typical clay in Wuhan and on the base of analysis of a great number of experiments the study were made on the relation of stress-strain、 volume strain-axle strain and parameter of reflecting deformation of side.This study improve the pratical deformation theory of saturated clay appropriate for the P-decreasing path and lay the foundations of seeking practice of excavation study.
- pit,
- unload,
- stress-strain,
- experimental research

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References(8)

References

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李广信.应力路径对土的应力应变关系的影响[R].北京:清华大学,1980;

[3] Charles W W Ng.Stress Paths in Relation to Deep Excavations[J].Journal of Geotechnical and Geoenvironmental Engineering,1999(5);

[4] 李广信.土的三维本构关系的探讨与模型验证[R].北京:清华大学,1985;

[5] 魏汝龙.软黏土的强度和变形[M].北京:人民交通出版社,1987;

[6] 矫德全,陈愈炯.土的各向异性和卸荷体缩[J].岩土工程学报,1994,16(4):19-16;

[7] 刘国彬.软土卸荷变形特性的试验研究[R].上海:同济大学,1993;

[8] 何世秀,朱志政,杨雪强.基坑土体侧向卸荷真三轴试验研究[J].岩土力学,2005,26(6):869-872.

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