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单轴压缩下含表观裂纹盐岩力学特性试验研究

王伟超 刘希亮 张五交 王利

工程地质学报2016,Vol.24Issue(2):252-258,7.
工程地质学报2016,Vol.24Issue(2):252-258,7.DOI:10.13544/j.cnki.jeg.2016.02.011

单轴压缩下含表观裂纹盐岩力学特性试验研究

MECHANICAL BEHAVIOR OF SALT ROCK WITH DISCONTINUOUS FISSURES WITH UNIAXIAL COMPRESSION TEST

王伟超 1刘希亮 1张五交 2王利1

作者信息

  • 1. 河南理工大学土木工程学院 焦作 454003
  • 2. 中国平煤神马集团许昌首山焦化有限责任公司 许昌 461700
  • 折叠

摘要

Abstract

This paper examines the mechanical behavior of salt rock containing fissure.The uniaxial compressive tests are carried out with a servo-controlled test machine RMT-150B.The effect of discontinuous fissures on strength and deformation of salt rock are analyzed.The discontinuous fissures coalescence the behavior of salt rock and its transfixion mode.The discontinuous fissure extension evolution is mainly divided into two types.The main fissures extended from the initial discontinuous fissures of salt rock specimens are the first type.The second type is that the initial discontinuous fissures of specimens are closed and then new micro-fissures are initiated from other place. They are gathered together and formed the main fissures.At the same time,the secondary fissures grow tardily.The tensile transfixion mode and tension-shear transfixion mode are the main transfixion models for salt rock containing discontinuous fissures.Influenced by their own structure compactness,the paths of fissures coalescence presents obvious zigzag line.Effect of vertical transfixion fissures on deformation modulus of salt rock is larger than that of inclined crack.

关键词

盐岩/岩石力学/强度特性/裂纹扩展

Key words

Salt rock/Rock mechanics/Strength behavior/Fissure coalescence

分类

建筑与水利

引用本文复制引用

王伟超,刘希亮,张五交,王利..单轴压缩下含表观裂纹盐岩力学特性试验研究[J].工程地质学报,2016,24(2):252-258,7.

基金项目

河南省高等学校重点科研项目(15A410004),河南省高校基本科研业务费专项资金资助项目(NSFRF140145),河南省高校深部矿井建设重点学科开放实验室开放基金资助项目(2014KF-06)资助. ()

工程地质学报

OA北大核心CSCDCSTPCD

1004-9665

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