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顺层岩质边坡的稳定分析
引用本文:刘春波,敖建辉. 顺层岩质边坡的稳定分析[J]. 城市道桥与防洪, 2011, 0(4): 42-46,13
作者姓名:刘春波  敖建辉
作者单位:1. 重庆工商职业学院,重庆,400052
2. 重庆市规划设计研究院,重庆,401147
摘    要:
该文以一顺层岩质边坡的稳定分析,以及边坡防护设计为工程背景,介绍了顺层岩质边坡的一般破环模式、稳定分析模式,以及运用边坡地质条件对边坡支护进行设计。其成果可供类似工程稳定分析及支护设计时进行参考。

关 键 词:顺层岩质边坡  稳定分析  支护设计

Stability Analysis of Consequent Bedding Rock Slope
Liu Chunbo,Ao Jianhui. Stability Analysis of Consequent Bedding Rock Slope[J]. Urban Roads Bridges & Flood Control, 2011, 0(4): 42-46,13
Authors:Liu Chunbo  Ao Jianhui
Affiliation:Liu Chunbo,Ao Jianhui
Abstract:
The article takes the stability analysis of a consequent bedding rock slope and the preventive design of slope as the engineering background,and introduces the general destroying mode and the stability analysis mode of the consequent bedding rock slope,and the design of slope supporting according to the slope geological conditions.Its result can be referred for the stability analysis and the supporting design of the similar projects.
Keywords:consequent bedding rock slope  stability analysis  supporting design  
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