摘要
文章详细阐述了利用复合模量当层解法求解半刚性桩复合地基沉降的过程,给出了文中涉及概念的准确定义,采用复合模量当层解法,通过实例将计算所得的沉降值与其他解法所得的沉降值进行对比;结果证明,计算方法与实测沉降值更加接近。
A novel method for settlement calculation of semi-rigid pile composite foundation is introduced in detail, in which the pile-soil compound is regarded as a composite uniform soil layer. The accurate definitions of the concepts concerned are given. A practical engineering project is taken as a calculation example,and a comparison is made among the settlement calculation results that obtained by the presented method and other methods. The result obtained by using the presented method is in good accordance with the field observation.
出处
《合肥工业大学学报（自然科学版）》
CAS
CSCD
北大核心
2006年第9期1158-1160,共3页
Journal of Hefei University of Technology：Natural Science
关键词
复合地基
半刚性桩
沉降
复合模量
当层解法
composite foundation
semi-rigid pile
settlement
composite modulus
equivalent layer method
