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以云南楚雄变电站地基处理为研究背景,利用岩土工程有限元软件PLAXIS,采用有限元强度折减法对该工程的两个试验断面进行稳定性计算,对加筋土边坡的加筋效果、机理进行了分析,对加筋、边坡形状对边坡稳定性的影响进行了研究。
Taking the foundation treatment of Yunnan Chuxiong Substation as a research background, the geotechnical finite element software PLAXIS was used to calculate the stability of two test sections of the project by means of finite element strength reduction method. The reinforcement effect and mechanism of reinforced soil slope The influence of reinforcement and slope shape on slope stability was studied.