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规则齿形结构面剪切-渗流耦合特性

朱瑞娟 顾琳琳

朱瑞娟, 顾琳琳. 规则齿形结构面剪切-渗流耦合特性[J]. 工业建筑, 2020, 50(10): 101-105. doi: 10.13204/j.gyjzG19121607
引用本文: 朱瑞娟, 顾琳琳. 规则齿形结构面剪切-渗流耦合特性[J]. 工业建筑, 2020, 50(10): 101-105. doi: 10.13204/j.gyjzG19121607
ZHU Ruijuan, GU Linlin. SHEAR-SEEPAGE-COUPLING CHARACTERISTICS OF ROCK DISCONTINUITY IN SERRATED INTERFACES[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(10): 101-105. doi: 10.13204/j.gyjzG19121607
Citation: ZHU Ruijuan, GU Linlin. SHEAR-SEEPAGE-COUPLING CHARACTERISTICS OF ROCK DISCONTINUITY IN SERRATED INTERFACES[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(10): 101-105. doi: 10.13204/j.gyjzG19121607

规则齿形结构面剪切-渗流耦合特性

doi: 10.13204/j.gyjzG19121607
基金项目: 

国家自然科学基金项目(51908288)。

详细信息
    作者简介:

    朱瑞娟,女,1985年出生,硕士,讲师。

    通讯作者:

    顾琳琳,女,1987年出生,博士,讲师,Linlin_gu@njwst.edu.cn。

SHEAR-SEEPAGE-COUPLING CHARACTERISTICS OF ROCK DISCONTINUITY IN SERRATED INTERFACES

  • 摘要: 岩石结构面是工程岩体的重要特性,而其渗流特性往往是影响其稳定性的重要因素。为进一步研究岩体结构面的渗流特性,将天然结构面试样的表面形态简化为规则齿形,利用石膏浇筑了人工岩石结构面,并对其开展一系列的结构面剪切-渗流耦合试验,研究结构面剪切过程中水力特性及力学性质的变化规律。试验结果表明:规则齿形结构面的抗剪强度与齿形的角度、法向荷载和渗透压力密切相关;渗透压力对结构面起到软化作用,在较高渗透压力下抗剪强度明显减小,水力开度明显增大;结构面在剪切过程中的切齿效应也随渗透压力的增大而更加显著。
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  • 收稿日期:  2019-12-16

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