文献类型：期刊文献

中文题名：岩质反倾边坡工程弯曲倾倒破坏稳定性评估

英文题名：Study on the Stability Evaluation Method of Rock Anti-dip Slope Bending and Dumping Failure

作者：张飞[1];张丹瑜[2];寿平山[3];梁志诚[1];李庆祥[2];陆敏明[2]

机构：[1]浙江省有色金属地质勘查局,浙江绍兴312000;[2]绍兴文理学院岩土工程系,浙江绍兴312000;[3]宁波工程勘察院,浙江宁波315012

年份：2019

卷号：35

期号：12

起止页码：161

中文期刊名：科技通报

外文期刊名：Bulletin of Science and Technology

收录：CSTPCD

语种：中文

中文关键词：岩质边坡;弯曲倾倒破坏;稳定性分析;隐患方量

外文关键词：rock slope;bending dumping damage;stability analysis;hidden danger square

中文摘要：岩质边坡弯曲倾倒破坏是一种典型的岩质边坡破坏形式,由于反倾边坡破坏形式复杂,需结合具体工程实例进行分析。为了探究能够快速确定岩质反倾边坡破坏情况的方法,本文结合浙北某区某边坡稳定性评估的工程实例,应用岩质反倾边坡弯曲倾倒破坏理论方法,对发生局部滑塌后的边坡进行稳定性分析,求得边坡的安全系数,计算出隐患方量,最终确定了边坡的稳定性,同时针对该边坡给出了初步治理的建议,为分析类似的反倾边坡破坏问题提供一个快速简便的方法。

外文摘要：Bending and toppling failure of rock slope is a typical failure form of rock slope.In order to explore an effective method to determine the failure of rocky anti-dip slope,this paper combines a certain engineering project of slope stability assessment in northern Zhejiang,applies the theory method of bending and toppling failure of rock anti-dip slope to analyze the stability of the slope after local collapse,obtains the safety factor of the slope,calculates the hidden danger square,ultimately determines the stability of the slope.The preliminary treatment suggestions are given for the slope,which provides a quick and easy method for similar problems.