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.
出处
《工程勘察》
CSCD
北大核心
1998年第6期16-18,49,共4页
Geotechnical Investigation & Surveying
关键词
支护结构
试验
M法
支撑滞后
bracing structure\ test\ m method\ bracing lagging