摘要
以某铁路大桥墩台开裂工程为例,从堆碴内力、堆碴作用下及纵向地震作用下的基桩内力三方面,验算了墩台开裂桥梁基桩的承载力,结果表明基桩的应力均未超出规范允许值,并通过现场开挖验证了计算结果的准确性,说明了基桩无明显病害特征。
Taking the railway bridge pier cracking engineering as an example,starting from three aspects of muck bank internal-force,foundation pile internal force under the action of muck bank and vertical earthquake,the thesis checks and calculates the pier cracking bridge foundation pile bearing capacity. Results show that: the foundation pile stress doesn't go beyond the permitted value. Through in-situ excavation,it testifies the calculation results accurate,and illustrates the foundation pile health.
出处
《山西建筑》
2017年第7期157-159,共3页
Shanxi Architecture
关键词
桥墩
基桩
堆碴
应力
pier
foundation pile
muck bank
stress