摘要
从模型建立和计算原理上分析组合桩复合地基沉降的三种计算方法(规范法、复合模量法、弹性力学方法)的优缺点,通过工程实例对组合桩复合地基沉降的三种计算方法进行对比、分析,得出影响三种计算方法准确性的主要因素以及发展的前景。
The advantages and disadvantages of three methods of computing settlement about composite foun- dation with compound piles （specification method, the composite modulus method, elastic mechanics） are an- alyzed based on modeling and calculation principle. It is concluded that the main factors influencing the accu- racy and the prospects for development of the three kinds of calculation methods by comparison and analysis of three methods of composite pile foundation settlement in the real engineering examples.
出处
《华北科技学院学报》
2015年第6期114-118,共5页
Journal of North China Institute of Science and Technology
基金
中央高校基本科研业务费资助(3142015075)
关键词
组合桩
复合地基
沉降计算方法
compound piles
composite foundation
calculation methods for settlement
