TEST STUDY OF REAL THREE AXLE ON CROSSRANGE UNLOADING DEFORMATION OF CLAY
-
摘要: 卸荷工程在实际中经常遇到,保持大主应力不变,减小小主应力是实际工程中可能存在的一种应力路径。针对武汉地区具有代表性的粉质黏土进行了真三轴试验,在分析大量试验数据的基础上,对其平面应变条件下的应力-应变关系、体应变-轴应变关系及反映侧向变形的泊松比进行了研究,完善了实用性强的适合于减P路径的饱和黏性土变形理论,为寻求开挖工程研究对实体工程的实用性奠定了基础。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.
-
Key words:
- pit /
- unload /
- stress-strain /
- experimental research
-
[2] 张荣堂.减P路径下饱和软黏土应力应变性状的试验研究[R].武汉:中国科学院武汉岩土力学研究所,2000:57-82; 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.
点击查看大图
计量
- 文章访问数: 63
- HTML全文浏览量: 6
- PDF下载量: 43
- 被引次数: 0