摘要
依托湖北黄冈某码头工程,通过土赛效应分析对大直径开口钢管桩桩基承载力桩端阻力计算方法进行修正,并根据静载试桩和高应变动测试桩进行验证。
The plugging effect of Hubei Huanggang terminal project is analyzed to amend the calculation method of pile end resistance and pile foundation bearing capacity of open steel tubular piles with large-diameter, which can be verified through the high-strain dynamic test and static-load test of piles.
作者
何欢
谭伦
He Huan, Tan Lun(CCCC Second Harbor Consultants Co., Ltd., Wuhan Hubei 430071, Chin)
出处
《港工技术》
2018年第2期33-35,共3页
Port Engineering Technology
关键词
开口钢管桩
强风化岩层
桩端承载力折减系数
竖向承载力
港口
港口工程
open steel tubular pile
intensely weathered rock stratum
reduction factor of pile end bearing capacity
vertical bearing capacity
harbor
port engineering
