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浅谈CFG桩复合地基承载力及施工检测
引用本文:姜祖迎,刘德权.浅谈CFG桩复合地基承载力及施工检测[J].化工矿产地质,2007,29(2):125-128.
作者姓名:姜祖迎  刘德权
作者单位:1. 辽宁化工地质勘查院,辽宁锦州,121000
2. 锦州石化工程建设监理公司,辽宁锦州,121000
摘    要:就CFG桩复合地基承载力确定及复合地基检测作了简单论述。提出了符合地基静载试验前首先应做桩的低应变检测,静载试验后再做低应变检测和桩顶开挖检查,对分析判断复合地基施工发生的问题具有重要意义,另外,复合地基静载试验最大加载量可根据桩身强度等级大小适当加

关 键 词:CFG桩复合地基  复合地基承载力  复合地基检测  桩低应变检测  静载试验
文章编号:1006-5296(2007)02-0125-04
修稿时间:2006-08-192006-11-08

BEARING PRESSURE ON COMPOUND FOUNDATION OF CFG PILE AND CONSTRUCTION DETECTION
Jiang Zhuying,Liu Dequan.BEARING PRESSURE ON COMPOUND FOUNDATION OF CFG PILE AND CONSTRUCTION DETECTION[J].Geology of Chemical Minerals,2007,29(2):125-128.
Authors:Jiang Zhuying  Liu Dequan
Institution:1. Liaoning institute of chemical geological prospecting, Jinzhou, Liaoning, 121000, China; 2. Jinzhou petrochemical processing construction supervision company Jinzhou, Liaoning, 121000, China
Abstract:Bearing pressure on compound foundation of CFG pile and construction detection are discussed in this paper.Low strain detection of the pile should be done before and after static test,while excavation detection of the top pile should be done after static test.The method means important for analyzing and predicting the problem at construction.The maximal stressing capacity of the static test could increase properly in accordance with the intensity of the pile.
Keywords:compound foundation of CFG pile  compound bearing pressure on foundation  detection of compound foundation  low strain detection of the pile  static test
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