Study on design method of bolts for reinforcement of
rocky slopes with crevice water pressure

ZHUANG Xin-shan; HE Shi-xiu; ZHU Rui-geng

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Study on design method of bolts for reinforcement of rocky slopes with crevice water pressure

更新时间：2026-06-25

- Study on design method of bolts for reinforcement of rocky slopes with crevice water pressure
- Vol. 26, Issue S2, (2005)
- 作者机构：
  
  1. 湖北工业大学土木工程与建筑学院,武汉,430068
  2. 武汉理工大学土木工程与建筑学院,武汉,430070
- 作者简介：
- 基金信息：
- DOI：
  CLC： TU441
- Online First：16 December 2005，
  
  Published：2005
- 稿件说明：
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ZHUANG Xin-shan, HE Shi-xiu, ZHU Rui-geng. Study on design method of bolts for reinforcement of rocky slopes with crevice water pressure[J]. 2005, 26(S2).
DOI：

ZHUANG Xin-shan, HE Shi-xiu, ZHU Rui-geng. Study on design method of bolts for reinforcement of rocky slopes with crevice water pressure[J]. 2005, 26(S2). DOI：

摘要

基于岩体塑性极限平衡理论，从能量功率角度探讨了一般岩体边坡能量安全系数的合理取值，在假设新的合理的岩体裂隙水压力分布的基础上，提出了锚杆加固基于裂隙水压力的岩体边坡新的设计方法，并给出了工程设计算例，为锚杆加固岩体边坡设计提供了简便易行的新方法。

Abstract

Based on plastic limit equilibrium method for rockmass

the reasonable value of the energy safety factor about general rocky slope is discussed from energy work rate. The new design method of bolts for reinforcement of rocky slopes with crevice water pressure is proposed on the basis of a new and reasonable assumption about crevice water pressure distribution of rockmass. A simple design method for reinforcing rocky slope with bolts is given with an engineering example.

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