Bridge deck cracking: A field study on concrete placement, curing, and performance

被引：10

作者：

Peyton, Steve W. ^{[2
]}

Sanders, Chris L. ^{[3
]}

John, Emerson E. ^{[1
]}

Hale, W. Micah ^{[1
]}

机构：

[1] Univ Arkansas, Bell Engn Ctr 4190, Fayetteville, AR 72703 USA

[2] Arkansas State Highway & Transportat Dept, Little Rock, AR 72203 USA

[3] APAC Cent Inc, Tulsa, OK 74146 USA

来源：

CONSTRUCTION AND BUILDING MATERIALS | 2012年 / 34卷

关键词：

Concrete curing; Bridge deck cracking; Compressive strength; Permeability;

D O I：

10.1016/j.conbuildmat.2012.02.065

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

The concrete properties, curing regimens, and crack density of the five bridge decks were measured. Concrete was sampled from two or three locations in the bridge decks, and the fresh and hardened concrete properties were measured. Curing regimens for the bridge decks were also documented. After construction, the research team returned to each bridge to investigate and measure the amount of cracking. Factors that led to cracking included low 1 day compressive strengths, delayed curing, and improper curing compound dosages. The research team also determined that the concrete properties, both fresh and hardened, varied significantly within some bridge decks. (C) 2012 Elsevier Ltd. All rights reserved.

引用

页码：70 / 76

页数：7

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