【作者】 田斌； 张萍； 刘德富；

【Author】 Tian Bin Zhang Ping Liu Defu (China Three Gorges University, Key Laboratory of Geological Hazards on the Three Gorges Reservoir of Ministry of Education, Hubei Yichang, 443002)

【机构】 三峡大学三峡库区地质灾害教育部重点实验室；

【摘要】 边坡具有满足人们要求的稳定性是边坡治理的基本要求,由于边坡工程涉及众多不确定性因素,致使任何边坡工程治理后仍有失效的可能性。本文从边坡稳定可靠性分析及边坡工程加固的经济风险分析入手,结合工程实例探讨了高岩石边坡加固标准确定的风险决策方法。更多还原

【Abstract】 It is the basic demand for the treatment of a slope that the stability safety factor reached the designated value. Because a lot of uncertainty inherent in slope engineering, It is possible for a slope through treatment to be failure. Based on reliability analysis and economical risk analysis for the slope through treatment in the paper, the method of risk decision for the safety criteria of the high rock slope through treatment is discussed combined the practiced slope project.更多还原