基坑支护计算m法应用探讨  

Study on Application of m Method to Calculation of Foundation pit Bracing

作　　者：罗河炎[1] 

机构地区：[1]福建省建筑设计研究院

出　　处：《工程勘察》1998年第6期16-18,49,共4页Geotechnical Investigation & Surveying

摘　　要：本文通过支护结构原型试验测试，对ｍ法计算值与实测值进行了对比分析，认为采用考虑支撑滞后的ｍ法计算模式较符合实际情况，计算结果更合理。Calculated value by m method is compared with observational value through model tests of bracing structure. The m method calculating model which considered bracing lagging is believed to be fit for the real state and the result acquired is more rational.

关 键 词：支护结构 试验 M法 支撑滞后 

分 类 号：TU476.9[建筑科学—结构工程]