摘要
根据软土地区大量基坑支护的经验，对目前挡土结构古典内力计算常用的平衡法（悬臂结构）、等值梁法（单支撑结构）和弹性抗力法的计算结果进行了分析与比较，指出了古典内力计算方法的适用性。
Based on the experience of foundation pit support in soft soilarea, analysis is carried to discussthe calculating result of classical m ethods (equivalent beam m ethod and equilibrium m ethod) and elasticreactance m ethod. Finally, the situation w here the classical m ethods can be applied is presented.
出处
《岩土力学》
EI
CAS
CSCD
1999年第2期67-70,共4页
Rock and Soil Mechanics
关键词
挡土结构
平衡法
弹性抗力法
内力
深基础
retaining structure , equilibrium m ethod , equivalent beam m ethod , elastic reactance m ethod
