福建漳州地区某边坡稳定性分析与支护设计  

Stability Analysis and Support Design of A Slope in Zhangzhou,Fujian Province

作　　者：吴福 王志斌[1] WU Fu;WANG Zhi-bin(School of Civil Engineering Hunan University of Science and Technology,Xiangtan,Hunan,411100,China)

机构地区：[1]湖南科技大学土木工程学院,湖南湘潭411100

出　　处：《建材技术与应用》2022年第2期11-14,共4页Research and Application of Building Materials

摘　　要：以福建漳州地区某迁建项目边坡为研究对象,分析正常工况和暴雨工况下边坡的稳定状况,在此基础上对放坡法和格构锚杆联合使用的支护形式进行探讨,以此说明此支护形式在边坡支护设计中的适用性。Taking the slope of a relocation project in Zhangzhou,Fujian province as the research object,the stability of the slope under normal working conditions and heavy rain conditions are analyzed.On the basis,the supporting form of slope release method and lattice bolt combined are discussed,so as to illustrate the applicability of this supporting form in slope support design.

关 键 词：边坡 稳定性分析 最不利断面 放坡法 格构锚杆 

分 类 号：TU457[建筑科学—岩土工程]