增量法和总量法在深基坑支护结构中的应用  

Application of Incremental Method and Totalizing Method in Deep Foundation Supporting Structure

作　　者：吴江滨[1] 张顶立[1] 王梦恕[1] 

机构地区：[1]北方交通大学隧道及地下工程试验研究中心,北京100044

出　　处：《西部探矿工程》2003年第5期1-4,共4页West-China Exploration Engineering

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.

关 键 词：增量法 总量法 深基坑支护 围护结构 土压力 

分 类 号：TU942[建筑科学—建筑技术科学] TU473.2