利用带弯曲元应力路径三轴仪量测静止土压力系数研究

刘麟; 顾晓强; 黄茂松

doi:10.11779/CJGE2017S2051

利用带弯曲元应力路径三轴仪量测静止土压力系数研究 English Version

刘麟^{1, 2},
顾晓强^1,2,3, ,,
黄茂松^{1, 2}

1. 同济大学地下建筑与工程系,上海 200092;
2. 同济大学岩土与地下工程教育部重点实验室,上海 200092;
3. 中国矿业大学深部岩土力学与地下工程国家重点实验室,徐州 221008

基金项目: 国家重点研发计划（2016YFC0800202）; 中国矿业大学深部岩土力学与地下工程国家重点实验室开放基金项目（SKLGDUEK1712）

详细信息

作者简介:
刘麟(1991- ),男,辽宁沈阳人,硕士生,从事土体基本特性研究。E-mail: guxiaoqiang@tongji.edu.cn。

通讯作者:
顾晓强，E-mail：guxiaoqiang@tongji.edu.cn

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出版历程
- 收稿日期: 2017-08-01
- 发布日期: 2017-12-19

K₀-determination by stress path triaxial apparatus with bender element

LIU Lin^{1, 2},
GU Xiao-qiang^1,2,3, ,,
HUANG Mao-song^{1, 2}

1. Department of Geotechnical Engineering, Tongji University, Shanghai 200092, China;
2. Key Laboratory of Geotechnical and Underground Engineering of the Ministry of Education, Shanghai 200092, China;
3. State Key Laboratory for Geomechanics and Deep Underground Engineering, CUMT, Xuzhou 221008, China

摘要

摘要:
This page contains the following errors:
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- 静止土压力系数K0 /
- 应力路径三轴仪 /
- 弯曲元 /
- 剪切波速 /
- K0试验
Abstract:
This page contains the following errors:
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- coefficient of lateral earth pressure at rest K0 /
- stress path triaxial test /
- bender element /
- shear wave velocity /
- K0-test

HTML全文

参考文献(16)

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[12]	JOVIČIĆ V, COOP M P. The measurement of stiffness anisotropy in clays with bender element tests in the triaxial apparatus[J]. Geotechnical Test Journal, 1998, 21(1): 3-10.
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