摘要
利用通用软件ANSYS对加筋路堤结构进行了数值模拟,在相同荷载下对不同高度、不同边坡坡度、不同加筋间距、不同加筋位置均加筋路堤进行了沉降的对比分析,得出有益的结论。
The reinforced embankment structure was numerical simulated with common software ANSYS. The reinforced embankment deposition with different height, different degree of side slope, different reinforcing separation and position with the same loading were compared an, alyzed, the favorable conclusion was obtained.
出处
《山西建筑》
2008年第26期262-264,共3页
Shanxi Architecture
关键词
加筋路堤
沉降
有限元模拟
reinforced embankment, deposition, finite element simulation
