高填方空间受限边坡支护选型设计与实践运用  

Design and practical application of support selection for high-fill constrained slopes

作　　者：张迪 吴其泰 肖敬彩 符婉靖 ZHANG Di;WU Qitai;XIAO Jingcai;FU Wanjing(Fujian Institute of Geotechnical Engineering Survey and Research Co.,Ltd.,Shanghai Fuyan Engineering Investigation Branch,Shanghai 201103,China)

机构地区：[1]福建岩土工程勘察研究院有限公司上海福岩工程勘察分公司,上海201103

出　　处：《低温建筑技术》2024年第11期127-130,共4页Low Temperature Architecture Technology

摘　　要：我国珠三角地区的地貌、地质条件具有显著的复杂性。随着物流仓储建设进程的加快,受复杂地形地貌及工程建设边线条件的限制,使高填方边坡的可用放坡空间变得极为有限,给山区物流仓储的建设带来一系列的工程难题,高填方边坡的稳定性及经济性成为边坡支护选型与施工的难点及热点。文中结合工程案例,采用理正岩土软件及Midas GTS有限元软件进行计算,对比分析两个设计支护方案。同时,利用模糊优选理论确定最佳的边坡支护方案,并成功应用于工程实践中,为我国山区物流仓储高填土受限边坡支护选型提供参考和借鉴。Due to the complexity of the topography and geological conditions in the Pearl River Delta region of China,the rapid development of logistics and warehousing has led to a series of unique engineering challenges.The limited space for slope reduction due to terrain and construction boundaries makes the stability and economic viability of high-fll slopes a critical focus in slope support selection and construction.This paper presents an engineering case study that utilizes the Leading Geotechnical software and Midas GTS finite element software for comparative analysis of two design support schemes.Additionally,the fuzzy optimization theory is employed to determine the optimal slope support scheme,which has been successfully applied in practice.This study provides valuable references for slope support selection in high-fill,constrained slopes in mountainous logistics and warehousing projects in China.

关 键 词：高填方边坡 组合式支护结构 物流仓储建设 

分 类 号：TU94.2[建筑科学—建筑技术科学]