摘要
讨论基于软土柱下条基的两种简化计算方法的可行性 ,并对其差异性进行对比分析 ,最终提出以共同作用理论为依据的简化计算的修正法。工程实践表明该方法安全、经济 。
Two kinds of simplifications to calculate the strip footing under column on soft soil are discussed. And then the difference is analyzed. At last, based on the theory of interaction, a new correction approach is presented. Through engineering practices, it is proved to be safe,economic and of referential values for design.
出处
《武汉理工大学学报》
CAS
CSCD
2002年第9期59-61,共3页
Journal of Wuhan University of Technology