摘要
针对一个深基坑支护的工程实例 ,分别应用增量法和总量法的原理 ,采用SuperSAP程序进行计算 ,并对计算结果进行分析比较 。
The analysis of a supporting system for deep foundation was carried out by the program SuperSAP based on the principle of the incremental method and the totalizing method respectively. After comparing and analyzing the results, some author's viewpoints were brought up for a suitable application scope of the incremental method and totalizing method.
出处
《西部探矿工程》
CAS
2003年第5期1-4,共4页
West-China Exploration Engineering
关键词
增量法
总量法
深基坑支护
围护结构
土压力
supporting system for deep foundation
incremental method
totalizing method
