| 含坡度均方根的节理峰值剪切强度经验公式 |
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| 引用本文： | 唐志成,黄润秋,张建明,王晓川.含坡度均方根的节理峰值剪切强度经验公式[J].岩土力学,2015,36(12):3433-3438. |
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| 作者姓名： | 唐志成 黄润秋 张建明 王晓川 |
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| 作者单位： | 1.武汉大学 土木建筑工程学院，湖北 武汉 430072；2.成都理工大学 地质灾害防治与地质环境保护国家重点实验室，四川 成都 610059； 3. 武汉大学 水射流理论与新技术湖北省重点实验室，湖北 武汉430071 |
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| 基金项目： | 国家自然科学青年基金资助项目（No. 41402247，No. 51504166）；成都理工大学地质灾害防治与地质环境保护国家重点实验室开放基金（No. SKLGP2014K018）；中国博士后科学基金资助项目（No. 2014M550407）。 |
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| 摘 要： | 节理的剪切强度涉及到岩体工程的安全。通过CSS–342岩体剪切试验机对3组具有不同形貌特征的节理进行直剪试验，研究形貌对剪切强度的影响。试验结果表明：峰值剪切强度随法向应力和粗糙程度的增加而增加；但就相同的形貌而言，剪切应力与法向应力的比值减小，即由形貌产生的剪胀角随法向应力的增加而减小。通过分析剪胀角存在的边界条件，提出双曲线形式的剪胀角演化模型，并采用抗拉强度体现岩石的性质对节理剪切强度的影响。采用坡度均方根表征节理的三维形貌特征并提出相应的峰值剪切强度公式，与经典的Barton公式进行了比较，总体上新公式的计算值更为接近试验值。
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| 关 键 词： | 岩石力学 节理 峰值剪切强度 均方根 |
| 收稿时间： | 2014-06-12 |
Empirical peak shear strength criterion for rock joints based on slope root-mean-square |
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| TANG Zhi-cheng,HUANG Run-qiu,ZHANG Jian-ming,WANG Xiao-chuan.Empirical peak shear strength criterion for rock joints based on slope root-mean-square[J].Rock and Soil Mechanics,2015,36(12):3433-3438. |
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| Authors: | TANG Zhi-cheng HUANG Run-qiu ZHANG Jian-ming WANG Xiao-chuan |
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| Institution: | 1.School of Civil and Architectural Engineering, Wuhan University, Wuhan, Hubei 430072, China; 2. State Key Laboratory of Geohazard Prevention and Geoenvironment Protection, Chengdu University of Technology, Chengdu, Sichuan 610059, China 3. Key Laboratory of Hubei Province for Water Jet Theory and New Technology, Wuhan University, Wuhan, Hubei 430071, China |
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| Abstract: | The shear strength of rock joint is the basis information to assess the response and safety of rock engineering in practice. Using the rock shear machine CSS – 342, a series of tests has been made on artificially cemented rock joint samples with varied morphology to investigate the influence of surface morphology on its shear strength. It can be easily found that the peak shear strength increases with increasing the normal stress and roughness. However, in the case of same surface morphology, the ratio of shear stress to normal stress decreases with increasing normal stress, indicating that the dilatancy angle caused by the morphology decreases with increasing normal stress. A hyperbolic function is proposed to describe the evolution of dilatancy angle under varied normal stress on the basis of a detailed boundary condition of dilatancy angle. In the current research, the tensile strength is used to capture the effect of intact rock. Then, a new empirical formulation is suggested to evaluate the peak shear strength of rock joint by using the slope root mean square. A comparison between the proposed empirical criterion and the famous Barton formula is also made. The results indicate that the calculated values by the proposed criterion are in good agreement with the measured ones. |
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| Keywords: | rock mechanics rock joints peak shear strength root-mean-square |
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