科技创新与应用2024，Vol.14Issue(23)：56-58,65,4.DOI:10.19981/j.CN23-1581/G3.2024.23.014
垂直裂隙对加筋挡土墙稳定性的影响
摘要
Abstract
In order to study the influence of vertical cleavage on the stability of reinforced retaining wall,this paper uses OPTUM G2 finite element software to simulate the stability of reinforced retaining wall with vertical cleavage under dry and saturated conditions.Under relatively dry conditions,with the increase of vertical cleavage depth,the vertical cleavage behind the wall in the saturated condition,the retaining wall safety coefficient decreases significantly;with the increase of the length of the geogrid,the cleavage area of the retaining wall safety coefficient increases under both dry and saturated conditions.The above research results can provide certain data reference for the construction and design of reinforced retaining wall.关键词
垂直裂隙/加筋挡土墙/数值模拟/安全稳定/模拟分析Key words
vertical crack/reinforced retaining wall/numerical simulation/safety and stability/simulation analysis分类
建筑与水利引用本文复制引用
仝宵,权腾..垂直裂隙对加筋挡土墙稳定性的影响[J].科技创新与应用,2024,14(23):56-58,65,4.基金项目
陕西省教育厅2023年科学研究计划项目(23JK00699) （23JK00699）
