桥梁桩基沉降计算方法研究  

A Research on Computation Methods for Piles Settlement of Bridge

作　　者：夏锦红[1] 姚小军 XIA Jin-hong ,YAO Xiao-jun （1. Architectural Dept. of Pingyuan University, Xinxiang , Henan 453003, China; 2. Quality Control Station of Xixiang Traffic Bureau, Xinxiang, Henan 453003, China）

机构地区：[1]平原大学建筑工程学院,河南新乡453003 [2]河南省新乡市交通局质检站,河南新乡453003

出　　处：《平原大学学报》2007年第5期115-116,共2页Journal of Pingyuan University

摘　　要：阐述了桥梁单桩沉降计算方法和各自的优缺点，并对单桩沉降需要进一步研究的内容提出了建议，分析成果对进一步了解和促进单桩沉降计算方法的发展有一定的借鉴作用。As the buildings of long span bridges, super long span bridges and high-rise, the require of the settlement of pile foundation is becoming higher and higher. This paper systematically discusses the computation methods of single piles, and then some suggestions and views on contents which should be re- searched thoroughly are recommended, which can be drawn in the strengthening of the study on the computation methods of single piles.

关 键 词：桥梁工程 桩基 沉降 弹性理论法 荷载传递函数法 有限单元法 

分 类 号：TU311.4[建筑科学—结构工程]