砂岩裂纹起裂损伤强度及脆性参数演化试验研究

刘泉声; 魏莱; 雷峰; 刘琪; 彭星新; 刘鹤

doi:10.11779/CJGE201810004

砂岩裂纹起裂损伤强度及脆性参数演化试验研究 English Version

刘泉声^1,2,
魏莱^1,3,
雷峰^1,3,
刘琪²,
彭星新^1,3,
刘鹤^1,3

1. 中国科学院武汉岩土力学研究所岩石力学与工程国家重点实验室,湖北武汉 430071;
2. 武汉大学岩土与结构工程安全湖北省重点实验室,湖北武汉 430072;
3. 中国科学院大学,北京 100049

基金项目: 国家重点基础研究发展计划（“973”计划）项目（2014CB046904,2015CB058102）; 国家自然科学基金青年基金项目（41602324）

详细信息

作者简介:
刘泉声(1962- ),男,博士,1983年毕业于山东矿业学院矿山建设专业,现任研究员、博士生导师,主要从事岩土工程方面的教学与研究工作。E-mail：liuqs@whrsm.ac.cn。

中图分类号: TU45
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出版历程
- 收稿日期: 2017-08-04
- 发布日期: 2018-10-24

Experimental study on damage strength of crack initiation and evaluation of brittle parameters of sandstone

1. State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan 430071, China;
2. Key Laboratory of Safety for Geotechnical and Structural Engineering of Hubei Province, Wuhan University, Wuhan 430072, China;
3. Graduate University of Chinese Academy of Sciences, Beijing 100049, China

摘要

摘要: 岩石起裂强度σ_ci及损伤强度σ_cd作为岩石重要的强度特征值,其研究对于分析岩石的渐进破坏过程及预测隧洞脆性破坏有着重要意义。首先采用应变分析及声发射监测方法,研究了两组硬质砂岩试样在单轴及三轴压缩过程中的裂纹演化特征。试验结果表明,试样的侧向膨胀变形及声发射计数值可以较好地反映其内部的裂纹演化情况,二者随着裂纹的萌生积累都表现出一致的阶段性变化规律。同时通过进一步分析应变及声发射曲线中的阶段性变化拐点,确定了砂岩试样的起裂强度及损伤强度值。其中青砂岩平均起裂强度约为其峰值强度的0.42倍,红砂岩平均起裂强度则约为其峰值强度的0.48倍。最后通过对比不同围压下的试验结果,发现两组砂岩试样起裂阶段内摩擦角均小于其峰值阶段,初始φ₀约为终值的1/2。由此定义了可反映岩石脆性程度的起裂摩擦水平φ₀/φ,并建立考虑摩擦作用的线性起裂准则。
- 岩石力学 /
- 裂纹演化 /
- 裂纹起裂 /
- 脆性参数 /
- 声发射
Abstract: The strengths of crack initiation and damage are the important stress thresholds for their significance in analyzing the progressive failure process of rock, which can be applied in the prediction of brittle failure in tunnels. Firstly, the uniaxial and triaxial compression tests are conducted on two sets of hard sandstones, while their strain and acoustic emission (AE) characteristics are analyzed to study the evolution process of crack. The measured lateral dilation strains and the AE counts of rock samples can characterize their crack accumulation accurately according to the test results. And also, there is a consistent segmented transformation law in these two figures as the inner micro-cracks are accumulated. Thus the strengths of crack initiation and damage of the sandstone samples can be determined based on a detailed analysis on stage boundaries of the above curves. The average strength of crack initiation of green sandstone samples is 0.42 of its peak strength, while that of red sandstone samples is 0.48 of its peak strength. Furthermore the confinement influence on evolution process of crack is discussed by comparing different test results under varying confinements. It is found that the initial internal friction angle (φ₀) of sandstone samples at the crack initiation stage is less than its ultimate value (φ) when the peak load is applied. And the calculated initial φ₀ is about 1/2 of the ultimate φ. As a result, the initial internal friction level φ₀/φ of rock is defined, which has an inverse relation with the ratio of uniaxial compressive strength to tensile strength σ_c /σ_t , and it can also reflect the brittleness of rock. And the linear strength threshold of crack initiation is established, while the slope of curve represents the influence of friction effects.
- rock mechanics /
- crack evaluation /
- crack initiation /
- brittle parameter /
- acoustic emission

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参考文献(22)

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