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超高密度跨孔电阻率法成像在灌注桩埋深探测中的应用
引用本文:柴伦炜,汤国毅,王国群,胡亿平.超高密度跨孔电阻率法成像在灌注桩埋深探测中的应用[J].工程地球物理学报,2021,18(2):252-256.
作者姓名:柴伦炜  汤国毅  王国群  胡亿平
作者单位:江苏南京地质工程勘察院,江苏南京210041;江苏省工程地球物理勘察院,江苏南京210008;江苏省地质隧道与地下工程科技有限公司,江苏南京210041
摘    要:使用常规的小应变、大应变等桩基检测方法对灌注桩埋深进行探测时,存在一定的局限。本次研究首先介绍了超高密度跨孔电阻率法成像(CT)的原理;然后建立了异常体地电模型,分析超高密度跨孔电阻率法成像(CT)响应特征与规律;最后结合实际工程案例,对江苏某建筑施工场地桩基基础进行了检测,利用磁测井法印证了桩长长度。印证结果表明利用跨孔超高密度电法仪探测灌注桩的埋深是可行的。

关 键 词:超高密度  电阻率  桩基基础  磁测井

Application of Ultra-high Density Cross-hole Resistivity Imaging in the Detection of Bored Pile Depth
Chai Lunwei,Tang Guoyi,Wang Guoqun,Hu Yiping.Application of Ultra-high Density Cross-hole Resistivity Imaging in the Detection of Bored Pile Depth[J].Chinese Journal of Engineering Geophysics,2021,18(2):252-256.
Authors:Chai Lunwei  Tang Guoyi  Wang Guoqun  Hu Yiping
Affiliation:(Jiangsu Nanjing Institute of Geological Engineering Survey, Nanjing Jiangsu 210041, China;Jiangsu Engineering Geophysical Investigation Institute, Nanjing Jiangsu 210008, China;Jiangsu Geological Tunnel and Underground Engineering Technology Co., Ltd., Nanjing Jiangsu 210041, China)
Abstract:Conventional pile foundation detection such as small strain and large strain has certain limitations when detecting the buried depth of cast-in-place piles.This article first introduces the principle of ultra-high density trans-hole resistivity imaging(CT),establishes an anomalous body geoelectric model,and analyzes the response characteristics and laws of ultra-high density trans-hole resistivity imaging(CT).Combined with actual engineering cases,the pile foundation of a construction site in Jiangsu is tested,and the length of the pile is verified by the magnetic logging method.The confirmed results show that the cross-hole ultra-high density electrical method is feasible for the buried depth detection of the cast-in-place pile.
Keywords:ultra-high density  resistivity  pile foundation  magnetic logging
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