摘要
针对上海南汇区某工地桩基检测中所遇到的实际问题,在低应变、静载、高应变等多种检测方法综合分析论证的基础上,对多节桩缺陷性质进行了正确判断,从而对桩进行了针对性处理,杜绝了工程隐患。
Aiming at the practical problems that exist in pile foundation＇s inspection in Nanhui area, Shanghai, on the base of analysis of severn inspection methods, such as low strain, static load, high strain and so on, the paper makes correct iudge about the character of multiple pile＇s defects, and thus deal with the pile targeted, avoid the hidden disasters.
出处
《山西建筑》
2009年第19期92-93,共2页
Shanxi Architecture
关键词
多节桩
缺陷
桩基检测
高应变法
multiple pile, defects, foundation inspection, high strain
