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陡倾岩层边坡变形破坏模式分析 被引量:1

Analysis on Deformation Failure Modes of Steep Rock Slope
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摘要 陡倾岩层边坡是重庆工程建设中经常遇到的边坡结构类型,受地形地貌、地质特征、降雨等多种因素影响,往往会因对其灾变破坏形式认识不足而导致防护工程失效。该文依托重庆地区典型的陡倾岩层边坡实例进行分析,结合陡倾岩层边坡的工程特征对其进行分类,以分析其稳定性影响因素,并揭示其破坏模式,可为类似工程提供参考。 The steep rock slope is a kind of slope structure often encountered in engineering construction in Chongqing,Affected by landform,geological characteristics,rainfall and other factors,the failure of protection engineering is often caused by insufficient understanding of its catastrophic damage form.This paper is based on a typical example of steep rock slope in Chongqing,the steep rock slope is classified according to its engineering characteristics,to analyze the influencing factors of its stability,and reveal its failure mode,which can provide information for similar projects.
作者 刘强 张鑫 陈建光 Liu Qiang;Zhang Xin;Chen Jianguang
出处 《重庆建筑》 2022年第S01期480-483,共4页 Chongqing Architecture
关键词 陡倾岩层边坡 结构类型 破坏模式 稳定性 steep dip rock slope structure type failure mode stability
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