摘要
针对复合地基最终沉降量的四种计算方法,复合模量法,应力修正法,桩身压缩量法及沉降折减法,采用Visual Basic 6.0编制的计算程序,结合工程实例,对各种计算结果进行了分析和比较,研究了其各自的适用条件及关系,并得出了相关结论.
Four methods on composite foundation of the final settlement, such as compound modulus method, stress corrected method, pile body compress method, and settlement corrected method, are calculated and programmed by means of Visual Basic 6,0. All kinds of calculation results about engineering example are compared and analysed. The adaptative conditions and correlation between the methods are studied and relevant conclusions are given.
出处
《河南大学学报（自然科学版）》
CAS
北大核心
2007年第1期95-98,共4页
Journal of Henan University:Natural Science
基金
河北省建设厅资助项目(2002-129)
