摘要
通过对四种加筋土挡土墙的有限元对比分析，从理论上研究了加筋土挡土墙侧向土压力、面板位移、地面沉降、基础应力、筋带拉力的变化情况，计算中采用了两种土状态非线性模型和一个土与结构物的界面状态非线性模型。
Abstract This paper analysis four different reinforced earth retatining walls by nonlinear finite element method with two earth-state nonlinear models and one interface monlinear model between earth and structure,including calculation of lateral earth pressure,front plate displacement,ground surface settlemant,foundation stress and reinforcing stip tension and so on of teinforced earth walls.
出处
《水运工程》
北大核心
1998年第6期5-9,共5页
Port & Waterway Engineering
