| 锚杆加固岩体边坡设计法分析 |
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| 引用本文： | 庄心善,胡其志,何世秀. 锚杆加固岩体边坡设计法分析[J]. 岩石力学与工程学报, 2002, 21(7): 1013-1015 |
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| 作者姓名： | 庄心善 胡其志 何世秀 |
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| 作者单位： | 湖北工学院土木工程系,武汉,430068 |
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| 摘 要： | 基于岩体塑性极限平衡理论，从能量功率角度提出了能量安全系数K的定义方法，并从理论上探讨了边坡岩体单平面滑动时能量安全系数的合理取值，进一步推导了锚杆加固岩体边坡能量安全系数设计法的计算公式，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。
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| 关 键 词： | 锚杆 加固 岩体 边坡 能量安全系数 |
| 文章编号： | 1000-6915(2002)07-1013-03 |
| 修稿时间： | 2001-10-20 |
STUDY ON DESIGN METHOD OF BOLTS FOR REINFORCEMENT OF ROCKMASS SLOPES |
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| Zhuang Xinshan,Hu Qizhi,He Shixiu. STUDY ON DESIGN METHOD OF BOLTS FOR REINFORCEMENT OF ROCKMASS SLOPES[J]. Chinese Journal of Rock Mechanics and Engineering, 2002, 21(7): 1013-1015 |
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| Authors: | Zhuang Xinshan Hu Qizhi He Shixiu |
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| Abstract: | Based on plastic limit equilibrium method in rockmass,a new definition method of safety factor is given by energy work rate. Furthermore,the reasonable value of the energy safety factor about single plane sliding of rockmass is studied,and the suitable data for energy safety design method in rockmass slopes with bolts are obtained. A simple design method for reinforcement of rockmass slopes with bolts is given with an engineering example. |
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| Keywords: | bolt rockmass slope energy safety factor |
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