摘要
系统地阐述了岩石边坡稳定性评价的破坏概既率分析原理。通过实例分析后认为,只要所建立的地质模型可靠,选取的计算参数具有代表性,破坏概率分析能较好地应用于岩石边坡稳定性评价。
The principle of determining failure probability of rock slope is detailed systematically.Analysis of the living example shows that the method of failure probability is very valid onevaluating the stability of rock slope,only if the geological model of the slope is reliable and thecalculating parameteres are representative.
出处
《浙江工业大学学报》
CAS
1996年第1期65-70,共6页
Journal of Zhejiang University of Technology