路基工程Issue(3)：13-17,5.DOI:10.13379/j.issn.1003-8825.202412067
筋材台阶式挡墙拟静力地震稳定性研究
Study on Pseudo-static Seismic Stability of Reinforced Retaining Walls with Step-shaped Backfill
摘要
Abstract
To analyze the seismic stability of retaining walls with step-shaped reinforcement arrangements,a pseudo-static study on reinforced soil retaining walls was conducted using the finite element limit analysis method combined with the strength reduction technique.The results show that,compared to the results obtained from the limit equilibrium method,the proposed approach yields predictions closer to those measured in shaking table model tests.A step-shaped reinforcement arrangement is recommended when the average reinforcement length exceeds 0.7 times the wall height,the wall height does not exceed 6 m,and the vertical spacing is relatively small.Using an excessively large dilatancy angle tends to overestimate the effectiveness of the step-shaped reinforcement layout,especially when there is a significant variation in reinforcement length along the wall height.关键词
路基工程/加筋土挡墙/筋材布置/拟静力/台阶式/安全系数Key words
subgrade engineering/reinforced soil retaining wall/reinforcement arrangement/pseudo-static/step-shaped/safety factor分类
建筑与水利引用本文复制引用
陈聪,徐锋,高洪滨,徐鹏..筋材台阶式挡墙拟静力地震稳定性研究[J].路基工程,2026,(3):13-17,5.基金项目
河北省自然科学基金项目(E2024210145) （E2024210145）
