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重塑硅藻土抗剪强度的环剪试验研究

郭长宝 张永双 孟庆伟 郑光 李海华

岩土力学2013,Vol.34Issue(1):109-114,122,7.
岩土力学2013,Vol.34Issue(1):109-114,122,7.

重塑硅藻土抗剪强度的环剪试验研究

Research on shear strength of remolding diatomite by ring shear tests

郭长宝 1张永双 2孟庆伟 3郑光 1李海华2

作者信息

  • 1. 中国地质科学院地质力学研究所,北京100081
  • 2. 国土资源部新构造运动与地质灾害重点实验室,北京100081
  • 3. 地质灾害防治与地质环境保护国家重点实验室,成都610500
  • 折叠

摘要

Abstract

The diatomite is a kind of strong structural soil, which has small density, large porosity, and high water absorption rates of dry rock. The shear strength of natural diatomite is large, but the structural strength lost occurs when the diatomite is disturbed by the external disturbance or weathering; so the diatomite slope is easily destroyed in the performance of landslide; thus to study the mechanical properties under large deformation is necessary. Using the characteristics of ring shear apparatus can study soil shear strength variation in a larger shear displacement conditions, this paper makes ring shear strength test study of the remolding diatomite, to obtain the stress displacement curves under different vertical pressures, which indicate that the remolding diatomite is of typical strain softening. According to the ring shear test results the remolding diatomite's, shear strength and residual strength are obtained, and the soil mechanical properties are analyzed from the material composition and microstructure characteristics of the remolding diatomite, so as to provide reasonable parameters for diatomite landslide analysis and disaster prevention and control.

关键词

重塑硅藻土/环剪试验/抗剪强度/滑坡/残余强度

Key words

remolding diatomite/ ring shear test/ shear strength/ landslide/ residual strength

分类

建筑与水利

引用本文复制引用

郭长宝,张永双,孟庆伟,郑光,李海华..重塑硅藻土抗剪强度的环剪试验研究[J].岩土力学,2013,34(1):109-114,122,7.

基金项目

地质力学研究所基本科研业务费项目(No.DZLXJK201206) (No.DZLXJK201206)

地质灾害防治与地质环境保护国家重点实验室开放基金项目(No.SKLGP2010K015) (No.SKLGP2010K015)

国家自然科学基金项目(No.41072269) (No.41072269)

国家科技支撑计划课题(No.2011BAK12B09). (No.2011BAK12B09)

岩土力学

OA北大核心CSCDCSTPCD

1000-7598

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