土工基础 ›› 2021, Vol. 35 ›› Issue (5): 613-615.

• 专题论述 • 上一篇    下一篇

考虑岩性和结构面产状的岩体成拱效应研究

李取纲   

  1. (湖北交投建设集团有限公司,武汉 430050)
  • 收稿日期:2021-03-19 修回日期:2021-03-29 出版日期:2021-10-31 发布日期:2021-10-22
  • 作者简介:李取纲(1973-),男,高工,研究方向为路桥工程。

Rock Mass Arching Effect Considering Lithology and Structural Plane Properties

LI Qugang   

  1. (Hubei Transportation Investment and Construction Group Co. Ltd., Wuhan 430050)
  • Received:2021-03-19 Revised:2021-03-29 Online:2021-10-31 Published:2021-10-22

摘要: 抗滑桩间岩体成拱的分布形式、成拱后桩周岩体的应力分布特征和合理桩间距设置,是需要研究的问题。采用数值模拟方法研究考虑岩体的结构面发育特性对抗滑效果的影响,结果表明,当滑体为土体和泥岩时,抗滑桩间成拱现象很明显,当滑体为砂岩时,几乎没有成拱现象;当结构面的倾角增大时,岩拱效应现象在不断增强。研究成果可为抗滑桩的优化设计提供重要的理论支撑,具有较大的工程应用价值。

关键词: 岩性, 结构面, 产状, 岩体成拱

Abstract: At present, the arching characteristics of soft rock mass are rarely studied. The research in the distribution pattern of the arch effect between the rock mass and anti-slide piles, the stress distribution characteristics of rock body around piles after the arching and the reasonable pile spacing is not thorough enough. The effect of the structural plane development characteristics on the anti-slip effect of rock mass is studied in this paper by the numerical simulation. The results show that, when the sliding body is in soil and in mudstone, the arch formation between anti-slide piles is obvious; when the sliding body is in sandstone, there is almost no arch formation; when the inclination of the structural plane increases, the rock arch effect is increasing. The research results are expected to have a significant progress in the development of rock slope stability on the structural surface of anti-slide pile, which can provide an important theoretical support for the optimal design of anti-slide pile.

Key words: lithology, structural plane, occurrence, arch formation of rock mass

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