摘要
以重庆地区最常见的土质边坡为例,对抗滑桩挡墙的设计过程进行了分析并采用有限单元法对抗滑桩挡墙结构进行整体受力分析,得出抗滑桩挡墙的最不利受力状态,为合理、经济地设计抗滑桩挡墙提供了更精确的依据。并利用计算机技术研究和开发了抗滑桩挡墙的CAD系统。利用该系统对工程进行了实际应用,取得了很好的效果。
Taking the soil slope commonly encountered in Chongqing area, the design process of anti-sliding piled barricade is analyzed and the loading of the structure of anti-sliding piled barricade is analyzed by FEM, the most unfavorable loading state for the anti-sliding piled barricade is obtained, offering a basis for rational and economical design of the barricade. A CAD system for anti-sliding piled barricade is developed and studied by computer technique. This system is applied to the practical project with good effects.
出处
《地下空间》
CSCD
2004年第4期513-515,共3页
Underground Space
