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不规则结构面剪切特性试验研究

张菊连 沈明荣 梁志荣

张菊连, 沈明荣, 梁志荣. 不规则结构面剪切特性试验研究[J]. 西南交通大学学报, 2015, 28(6): 993-1000. doi: 10.3969/j.issn.0258-2724.2015.06.004
引用本文: 张菊连, 沈明荣, 梁志荣. 不规则结构面剪切特性试验研究[J]. 西南交通大学学报, 2015, 28(6): 993-1000. doi: 10.3969/j.issn.0258-2724.2015.06.004
ZHANG Julian, SHEN Mingrong, LIANG Zhirong. Experimental Study on Shear Strength Characteristics of Irregular Rock Mass Discontinuities[J]. Journal of Southwest Jiaotong University, 2015, 28(6): 993-1000. doi: 10.3969/j.issn.0258-2724.2015.06.004
Citation: ZHANG Julian, SHEN Mingrong, LIANG Zhirong. Experimental Study on Shear Strength Characteristics of Irregular Rock Mass Discontinuities[J]. Journal of Southwest Jiaotong University, 2015, 28(6): 993-1000. doi: 10.3969/j.issn.0258-2724.2015.06.004

不规则结构面剪切特性试验研究

doi: 10.3969/j.issn.0258-2724.2015.06.004
基金项目: 

上海市科技人才计划项目(14XD1420400)

详细信息
    作者简介:

    张菊连(1984-),女,高级工程师,博士,研究方向为基坑和边坡工程,E-mail:327804253@qq.com

Experimental Study on Shear Strength Characteristics of Irregular Rock Mass Discontinuities

  • 摘要: 为对岩体工程中不规则结构面力学特性进行基础性研究,选取N.R.Barton提出的10条标准剖面线中的第1、4、6、8、10条模拟结构面的表面形态对水泥砂浆试件进行不同法向应力水平下的常规剪切试验,并在对试验数据对结构面的剪切特性和剪切扩容现象进行深入分析的基础上,提出了适合水泥砂浆材料的抗剪强度经验公式和反正切函数的结构面剪切特性方程.研究结果表明:粗糙系数越大或法向应力越大,结构面越易表现为切齿破坏;粗糙系数越大或法向应力越小,结构面越易表现出扩容现象.

     

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出版历程
  • 收稿日期:  2014-10-24
  • 刊出日期:  2015-12-25

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