摘要
在介绍了FLAC3D软件的基本特点及使用方法的基础上,用该软件对某大桥边坡进行了三维空间稳定性及变形计算,结果表明边坡在自重、大桥荷载和地震作用下是稳定的,FLAC3D软件是一种先进的岩土计算软件。
Based on the introduction of basic characteristics and applied method of the FLAC3D software, the three dimensions spatial stability and deformation calculation of the bridge side slope was carried out with the software. The result indicated that side slope was stable under dead load, bridge loading and earthquake effect. FLAC3D software was an advanced rock-soil calculation software.
出处
《山西建筑》
2009年第7期308-309,共2页
Shanxi Architecture
