岩土工程学报2024，Vol.46Issue(z2)：135-139,5.DOI:10.11779/CJGE2024S20017
局部开挖条件下土工织物加固边坡的离心模型试验研究
Centrifuge modeling of geotextile reinforced slope under partial excavation
摘要
Abstract
The geotextile reinforcement is an effective way to strengthen soils in engineering.The centrifuge modeling of plain soil slope and geotextile-reinforced slope under excavation of slope foot is carried out,the displacement change of slopes is measured,and the deformation and failure process of soils and the action of geotextile are analyzed.The test results show that the geotextile reinforcement reduces the displacement of the sliding body,improves the stability of the soil slopes and changes the shape of the slip surface.The geotextile reinforcement homogenizes the slope deformation and pulls the outer soil,thus delaying and reducing the slope failure.关键词
边坡/土工织物/开挖/加筋/离心模型试验Key words
side slope/geotextile/excavation/reinforcement/centrifuge modeling分类
建筑与水利引用本文复制引用
刘曜,刘素嘉,张嘎..局部开挖条件下土工织物加固边坡的离心模型试验研究[J].岩土工程学报,2024,46(z2):135-139,5.基金项目
国家重点研发计划课题(2023YFC3007001) （2023YFC3007001）
