Advanced reinforced concrete pavement: Concept and design

被引：14

作者：

Kim, Seong-Min ^{[1
]}

Cho, Young Kyo ^{[1
,3
]}

Lee, Jun Ho ^{[2
]}

机构：

[1] Kyung Hee Univ, Dept Civil Engn, 1732 Deogyeong Daero, Yongin 17104, Gyeonggi Do, South Korea

[2] Dagil E&C, 1 Gasandigital1ro, Seoul 08594, South Korea

[3] Hyundai E&C, 75 Yulgokro, Seoul 03058, South Korea

来源：

CONSTRUCTION AND BUILDING MATERIALS | 2020年 / 231卷

关键词：

Advanced reinforced concrete pavement; Construction cost; Continuous steel bar; Continuously reinforced concrete pavement; Crack inducer; Crack induction; Crack spacing; Crack width; Partial steel bar; DOWEL MISALIGNMENT; PERFORMANCE; BEHAVIOR; STRESSES; STRENGTH; CRACKING;

D O I：

10.1016/j.conbuildmat.2019.117130

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

A state-of-the-art rigid pavement structure called the advanced reinforced concrete pavement (ARCP) was developed to overcome major shortcomings of the continuously reinforced concrete pavement (CRCP), which were the high construction cost because of a huge amount of steel bars and the performance reduction caused by undesirable crack patterns. The steel design method of ARCP was developed to eliminate unnecessary steel bars in CRCP and the crack induction strategies of ARCP were accomplished to provide even better pavement performance. The numerical analyses, laboratory experiments, and field experiments were conducted to confirm the concept of ARCP, to find the most appropriate design of ARCP, and to validate ARCP finally. Details of the efforts to develop ARCP are comprehensively presented. (C) 2019 Elsevier Ltd. All rights reserved.

引用

页数：14

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