桥梁桩基沉降计算方法研究  

Research on the calculation methods of the settlement of pile foundation of bridges

作　　者：黄哲 张福强[2] 王轩 

机构地区：[1]陕西西汉高速公路有限责任公司 [2]长安大学公路学院

出　　处：《山西建筑》2007年第19期106-108,共3页Shanxi Architecture

摘　　要：对桥梁单桩沉降计算方法及其优缺点进行了系统的阐述,并对单桩沉降需要进一步研究的内容提出建议与看法,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。It systematically represents the calculation methods of the settlement of single pile of bridges and its merits and faults, and puts forward the advices and outlooks to the contents that need the further research of the settlement of single pile, gives a reference to further realize and accelerate the develop of the calculation methods of the settlement of single pile.

关 键 词：桩基 沉降 弹性理论法 荷载传递函数法 

分 类 号：U445.55[建筑科学—桥梁与隧道工程]