机构地区: 长安大学公路学院
出 处: 《长安大学学报(自然科学版)》 2002年第6期50-52,共3页
摘 要: 针对实体基坑工程 ,利用有限元方法和土压力方法对其支护系统的受力进行了计算分析 ,同时与现场测试结果进行了对比分析。研究结果表明 ,不同计算方法计算结果差异较大 ,地下连续墙采用双向等量配筋 ,同时加强现场测试 ,实现信息化施工是解决这一问题的重要途径。 According to concrete excavation engineering, this paper calculates the stress of support system by use of finite element method and soil pressure method, and compares the results with field observation results. The research shows that the calculating results have the large difference between two calculating methods, the underground diaphragm reinforced equally in two directions, at the same time strengthening the field observation and realizing the construction according to the observation information are the important way to solve the problem.