岩土力学2023，Vol.44Issue(7)：2073-2094,22.DOI:10.16285/j.rsm.2022.1213
间歇性强降雨诱发滑坡对抗滑桩非线性力学响应分析
Analysis of nonlinear mechanical response of anti-slide pile induced by landslides with intermittent heavy rainfall
摘要
关键词
间歇性强降雨/抗滑桩/滑坡/Green-Ampt模型/非线性Pasternak地基模型Key words
intermittent heavy rainfall/anti-slide piles/landslides/Green-Ampt model/nonlinear Pasternak foundation model分类
建筑与水利引用本文复制引用
张治国,毛敏东,朱正国,赵其华,吴钟腾..间歇性强降雨诱发滑坡对抗滑桩非线性力学响应分析[J].岩土力学,2023,44(7):2073-2094,22.基金项目
国家自然科学基金资助项目(No.41772331,No.41977247,No.42177145) （No.41772331,No.41977247,No.42177145）
省部共建交通工程结构力学行为与系统安全国家重点实验室课题(No.KF2022-07) （No.KF2022-07）
自然资源部丘陵山地地质灾害防治重点实验室课题(No.FJKLGH2020K004).This work was supported by the National Natural Science Foundation of China(41772331,41977247 and 42177145),the Project of State Key Laboratory of Mechanical Behavior and System Safety of Traffic Engineering Structures(KF2022-07)and the Opening Fund of Key Laboratory of Geohazard Prevention of Hilly Mountains,Ministry of Natural Resources(Fujian Key Laboratory of Geohazard Prevention)(FJKLGH2020K004). （No.FJKLGH2020K004）
