摘要
利用国际著名的MARC非线性软件,针对基坑工程的特点,建立了围护结构和支撑内力的计算模型。以所建立的模型为基础,针对支护方案多次变更的实体基坑工程进行了计算分析,讨论了工程决策的科学性和合理性。
The paper sets up the calculating model of stresses in the support structures according to the character of excavation engineering,using the MARC program. Based on the model,the practical excavation project with support design changed for several times is analyzed. The rational and scientific treatment on the engineering decision is discussed.
出处
《岩石力学与工程学报》
EI
CAS
CSCD
北大核心
2004年第7期1219-1222,共4页
Chinese Journal of Rock Mechanics and Engineering
