基于GEOSTUDIO软件边坡加固效果研究  

Study on Effect of Slope Reinforcement by GEOSTUDIO Software

作　　者：高延香 Gao Yanxiang(Baota Water Resources and Water Conservation Center,Yan'an 716000,Shaanxi)

机构地区：[1]陕西省延安市宝塔区水资源与节约用水中心,陕西延安716000

出　　处：《陕西水利》2023年第1期98-99,102,共3页Shaanxi Water Resources

摘　　要：结合某实际边坡工程,利用数值模拟GEOSTUDIO软件对边坡加固后的效果进行研究,结果表明:自然工况下边坡的安全储备不够,设计的抗滑桩尺寸是满足工程要求的,设计的土钉长度是不满足工程要求的,应当适当增加土钉的长度。结果可为类似的边坡支护工程提供参考。Combined with a practical slope engineering, the effect of slope reinforcement is studied by using numerical simulation software GEOSTUDIO. The results show that under natural working conditions, the safety reserve of the slope is not enough, the size of the designed anti-slide pile meets the engineering requirements, and the designed length of soil nailing does not meet the engineering requirements, so the length of soil nailing should be increased appropriately. The results can provide reference for similar slope support engineering.

关 键 词：边坡工程 安全系数 数值模拟 土钉长度 

分 类 号：U418.52[交通运输工程—道路与铁道工程]