岩土工程研究

含杂质盐岩加载全过程的渗透试验研究

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  • 1. 四川大学 水力学与山区河流开发保护国家重点实验室, 四川 成都 610065; 2. 四川大学 水利水电学院,四川 成都 610065; 3. 四川省水利水电勘察设计研究院,四川 成都 610072;4. 国网新疆电力公司经济技术研究院,新疆 乌鲁木齐 830000
徐杨梦迪,女,1989年生,硕士研究生,主要从事岩石力学方面的试验研究工作。

收稿日期: 2016-12-19

  网络出版日期: 2018-06-05

基金资助

国家自然科学基金项目(No. 51374148, No.51641405);四川省青年基金项目(No. 2017JQ0003)

Experimental study of permeability of salt rock with impurities in whole process of loading

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  • 1.State Key Laboratong of Hydraulics and Mountain River Engineering, Sichuan University, Chengdu, Sichuan 610065, China; 2.College of Water Resources and Hydropower, Sichuan University, Chengdu, Sichuan 610065, China; 3.Sichuan Water Resources and Hydroelectric Investigation and Design Institute, Chengdu, Sichuan 610072, China; 4. State Grid Xinjiang Economic Research Institute, Urumqi, Xinjiang 830000, China

Received date: 2016-12-19

  Online published: 2018-06-05

Supported by

This work was supported by National Nature Science Foundation of China(51374148, 51641405) and Youth Fund of Si Chuan Province(2017JQ0003).

摘要

为了探讨杂质含量对盐岩力学行为和渗透特性的影响,对不同杂质含量的盐岩进行三轴压缩全过程的气体渗透试验。研究表明,气体渗透作用下杂质含量的增加使得盐岩峰值应力逐步增大而峰值应变逐步减小,应力-应变曲线呈现出向应变零点处的纵坐标“收缩”的状态;杂质含量和围压的变化都会对盐岩的渗透率大小产生影响,当杂质含量小于等于50%时围压的影响较杂质的影响大,当杂质含量大于50%时杂质含量的影响较围压大;围压增大使得盐岩的渗透率减小,渗透率最小值前移,且受杂质影响的范围向前扩大;围压的增大使得杂质影响下的峰值应力处的渗透率和应力零点处的渗透率之间的差异变大,杂质含量的增大使得峰值处的渗透率增大。

本文引用格式

徐杨梦迪,刘建锋,徐慧宁,邹 航,胡常胜,李佳伟, . 含杂质盐岩加载全过程的渗透试验研究[J]. 岩土力学, 2017 , 38(S1) : 402 -408 . DOI: 10.16285/j.rsm.2017.S1.050

Abstract

In order to investigate the influence of impurities on the mechanical behavior and the permeability characteristics of salt rock, different impurity contents of salt rocks are tested by the triaxial compression and penetration test .Researches show that the increased levels of impurities of salt rock will make the peak stress increase and the peak strain decrease. The stress-strain curve contracts to the zero ordinate. The changes of impurity content and confining pressure will have an impact on the salt rock permeability. When the impurity content is less than or equal to 50%, the confining pressure will have a bigger influence on salt rock permeability than the impurity content; but when the impurity content is greater than 50%, the impurity content will have a bigger influence on salt rock permeability than the confining pressure. Increasing confining pressure will forward the range of the influence on the permeability of impurity content. The increased confining pressure makes the difference between the permeability of peak stress and stress at zero point.
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