工程地质学报2023,Vol.31Issue(4):1407-1417,11.DOI:10.13544/j.cnki.jeg.2022-0550
基于透明土的库水位骤降下消落带滑坡-伞型锚体系变形破坏机理
FAILURE MECHANISM OF WATER-LEVEL FLUCTUATION ZONE WITH UMBRELLA-SHAPED ANCHORS UNDER RAPID DRAWDOWN BASED ON TRANSPARENT SOIL
摘要
关键词
透明土/水位消落带/伞型锚/库水位骤降/变形破坏机理Key words
Transparent soil/Reservoir landslide/Umbrella-shaped anchors/Rapid drawdown/Failure mecha-nism分类
天文与地球科学引用本文复制引用
周昌,马文超,胡元骏,史光明..基于透明土的库水位骤降下消落带滑坡-伞型锚体系变形破坏机理[J].工程地质学报,2023,31(4):1407-1417,11.基金项目
新疆维吾尔自治区重点研发计划项目(资助号:2021B03004-3),江苏省自然科学基金青年项目(资助号:BK20221126),国家自然科学基金青年项目(资助号:42207169).This research is supported by the Regional Key Research and Development Program of Xinjiang Province(Grant No.2021B03004-3),the Natural Science Foundation of Jiangsu Province(Grant No.BK20221126)and National Natural Science Foundation of China(Grant No.42207169). (资助号:2021B03004-3)