An attempt to describe a relationship between concrete deterioration quantities and bridge deck condition assessment techniques

被引：18

作者：

Varnavina, Aleksandra V. ^{[1
]}

Sneed, Lesley H. ^{[2
]}

Khamzin, Aleksey K. ^{[1
]}

Torgashov, Evgeniy V. ^{[1
]}

Anderson, Neil L. ^{[3
]}

机构：

[1] Missouri Univ Sci & Technol, Dept Geosci & Geol & Petr Engn, 129 McNutt Hall,1400 N Bishop St, Rolla, MO 65409 USA

[2] Missouri Univ Sci & Technol, Dept Civil Architectural & Environm Engn, 327 Butler Carlton Hall,1401 N Pine St, Rolla, MO 65409 USA

[3] Missouri Univ Sci & Technol, Dept Geosci & Geol & Petr Engn, 290 McNutt Hall,1400 N Bishop St, Rolla, MO 65409 USA

来源：

JOURNAL OF APPLIED GEOPHYSICS | 2017年 / 142卷

关键词：

Non-destructive testing; Ground Penetrating Radar; Condition assessment; Hydrodemolition; Repair estimates; NONDESTRUCTIVE EVALUATION; GPR;

D O I：

10.1016/j.jappgeo.2017.05.009

中图分类号：

P [天文学、地球科学];

学科分类号：

07 ;

摘要：

This paper presents a study of the performance of four techniques - visual inspection, Ground Penetrating Radar (GPR), Ultrasonic Surface Wave (USW), and core control - that were used to assess condition of a concrete bridge deck. The bridge deck was then rehabilitated using hydrodemolition, and the concrete removed during hydrodemolition was assumed to be deteriorated. LiDAR measurements of concrete depth removal collected after hydrodemolition were used as ground truth. Comparisons of bridge deck condition assessment data and LiDAR concrete removal measurements were performed in this study. The comparisons attempt to find and describe a possible relationship between bridge deck assessment techniques and quantities of concrete deterioration. (C) 2017 Elsevier B.V. All rights reserved.

引用

页码：38 / 48

页数：11

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