摘要
本文通过分析桩底沉渣、桩侧泥皮厚度、孔壁形状、成桩时间及施工工艺等对大口径灌注桩承载力的影响 ,提出了在桩承载力计算中引入清底系数及成桩工艺系数 ,并控制成桩总时间以较准确地评价单桩承载力的方法。
Method to evaluate pile capacity precisely by using the coefficient of cleaning slime and coefficient of construction process and by controlling the total duration of construction is proposed herein after analyzing the influences of slime at pile bottom,thickness of mudcake by the side of pile,shape of hole wall,time of construction and construction process on the bearing capacity of large diameter cast in place pile.
出处
《工程勘察》
CSCD
北大核心
2001年第2期14-17,共4页
Geotechnical Investigation & Surveying
关键词
大口径灌注桩
承载力
清底系数
成桩工艺系数
large diameter cast-in-place pile
bearing capacity
coefficient of cleaning slime
coefficient of pile construction process