土工基础 ›› 2020, Vol. 34 ›› Issue (2): 212-214.

• 专题论述 • 上一篇    下一篇

肋锚支护体系中摩擦力的分析与应用

杨朝发   

  1. (贵州有色地质工程勘察公司,贵阳 5050005)
  • 收稿日期:2019-12-16 修回日期:2019-12-24 出版日期:2020-05-20 发布日期:2020-05-20
  • 作者简介:杨朝发(1977-),男,高级工程师,研究方向为岩土工程勘察设计、地质灾害勘查设计等。

Friction Force Prediction and Application in Ribbed Column-Ground Anchor System

YANG Chaofa   

  1. (Nonferrous Geotechnical Investigation Company of Guizhou, Guiyang 550005)
  • Received:2019-12-16 Revised:2019-12-24 Online:2020-05-20 Published:2020-05-20

摘要: 肋锚支护体系在边坡支护设计中一直以来被广泛应用,计算也重点关注在边坡侧向压力与锚索(杆)受力上,计算模式准确清晰。但近年来,一些采用肋锚支护的边坡时有发生较大变形甚至支护体系失效而发生边坡滑塌事故。通过分析研究发现,其肋锚支护体中,除边坡侧向压力、锚索锁定力影响边坡安全外,其肋柱的重力与其和坡面的摩擦力的大小,在设计计算中占有一定的权重,直接影响肋柱的稳定性,从而一定程度上也影响边坡的安全。结合具体工程实例,分析其肋柱与坡面间摩擦力的计算模式及设计中应注意的事项,以供同行参考。

关键词: 肋锚支护, 摩擦力, 分析与应用

Abstract: The ribbed column – ground anchor system has been widely used in the slope stability design and construction over the years. In the engineering practice, the focus on this system is at the lateral pressure in the ribbed column and the force in the ground anchors. In general, the approach method has the advantage of accurate in the stress prediction and clear in the principle. In spite of these advantages, engineering hazards such as excessive deformations and even failures in the system were also occurred and the significant economic loss was therefore induced. Throughout the evaluation, it is concluded that in the ribbed columnground anchor system, in addition to the lateral pressure in the ribbed column and the lockoff force, the magnitude of the selfweight of the ribbed column and the magnitude of the frictional force at the slope are also contribute in the stability of the slope. Both factors are directly affecting the stability of the ribbed column and therefore affecting the stability. Practical suggestions in the design and analysis of the friction force between ribbed column and the slope are also proposed in the paper.

Key words: ribbed column and ground anchor system, frictional force, analysis and application

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