摘要
采用振动沉管碎石桩对大型储罐地基进行处理,经检测与运行,加固效果良好。
Mechanism of action between gravel pile and soil around the pile has been analyzed using elastic and plastic methods in this paper.Formula for calculating single pile bearing capacity has been deduced.Meanwhile,the calcu- lating result has been compared with that of other methods. The calculated single pile bearing capacity is extremely close with that of the Hughes Withers method as well as passive earth pressure method.
出处
《石油化工设计》
CAS
2007年第2期6-7,共2页
Petrochemical Design
关键词
碎石桩
地基加固
大型储罐
Gravel Pile
Mechanism of action
Bearing Capacity
