CAJ | 학술논문

通过GeoStudio-SIGMA/W模块对放坡条件下有限土体进行数值模拟，对比分析了在坡度为75°，有限土体顶部宽度分别为7.5m，12m，15m时三种情况下的土压力，认为土压力强度分布随着土体顶部宽度的增加而增加，且土压力强度随着墙高的分布为非线性分布，呈先增大后减小的趋势。
통과GeoStudio-SIGMA/W모괴대방파조건하유한토체진행수치모의，대비분석료재파도위75°，유한토체정부관도분별위7.5m，12m，15m시삼충정황하적토압력，인위토압력강도분포수착토체정부관도적증가이증가，차토압력강도수착장고적분포위비선성분포，정선증대후감소적추세。
This article processed a numerical simulation to the finite soil slope under GeoStudio-SIGMA/W module. With a given angle 75 °,soil pressures of three cases, which the top width of finite soil slope are 7.5m, 12m and 15m, were compared. The result is that the distribution of soil pressure strength increases with the increasing of soil top width, meanwhile, it presents a nonlinear distribution along the wal in trends of increasing to decreasing.