摘要
以西南地区某顺层红层软岩边坡为例,介绍了边坡的岩性特征、形态特征、岩体结构特征、岩体完整程度,分析了顺层边坡变形破坏模式,对原始边坡和开挖边坡进行了稳定性分析,并针对治理措施,进行了数值模拟计算,评价治理后边坡的安全状态。
Take a Bedding Red-Bed Soft rock Slope in southwest China as an example, this essay introduces its lithological characteristics, morphological characteristics, rock mass structure characteristics and rock mass integrity, analyzes the deformation and failure mode of the Bedding slope, as well as the stability of the original slope and the excavated slope. According to the treatment measures, the numerical simulation calculation was also carried out to evaluate the safety state of the slope after treatment.
出处
《土木工程》
2024年第7期1250-1259,共10页
Hans Journal of Civil Engineering
