摘要
结合郑西客运专线桥梁桩基础的设计原则、桩基载荷浸水试验成果,介绍了黄土湿陷的发展过程及由此产生的影响,并探讨了试验结论在郑西线湿陷性黄土地区桩基础设计中的应用。
The text to combine design’s principle of pile group foundation for bridge of Zhengzhou-Xi’an passenger dedicated line, to combine the result of inundant experimentation of pile group foundation. Introduce the heuristic procedure and influence of collapsibility of loess, and introduce the application of experimental conclusion in the design of pile group foundation for bridge of Zhengzhou-Xi’an passenger dedicated line.
作者
张多平
Zhang Duoping(China Railway First Survey and Design Institute Group Ltd,Xi'an 710043,China)
出处
《山西建筑》
2018年第33期40-41,共2页
Shanxi Architecture
关键词
桩基础
黄土湿陷性
沉降
承载力
pile group foundation for bridge
collapsibility of loess
settlement
bearing capacity