Determination of flexible pavement deterioration conditions using Long‐Term Pavement Performance database and artificial intelligence‐based finite element model updating-Reference-Cited by-同舟云学术

Determination of flexible pavement deterioration conditions using Long‐Term Pavement Performance database and artificial intelligence‐based finite element model updating

Published:2020-11-22 Issue:2 Volume:28 Page:
ISSN:1545-2255
Container-title:Structural Control and Health Monitoring
language:en
Short-container-title:Struct Control Health Monit

Author:

Deng Yong¹,Luo Xue²^ORCID,Zhang Yazhou³,Cai Shengxin¹,Huang Kai⁴,Shi Xijun⁵,Lytton Robert L.¹

Affiliation:

1. Zachry Department of Civil and Environmental Engineering Texas A&M University College Station TX USA

2. College of Civil Engineering and Architecture Zhejiang University Hangzhou China

3. Structural Engineering Design Department of the Fourth Survey and Design Branch CCCC Second Highway Consultants Co., Ltd Wuhan China

4. Texas A&M Engineering Experiment Station Texas A&M University College Station TX USA

5. Ingram School of Engineering Texas State University San Marcos TX USA

Publisher

Wiley

Subject

Mechanics of Materials,Building and Construction,Civil and Structural Engineering

Link

https://onlinelibrary.wiley.com/doi/pdf/10.1002/stc.2671

Reference45 articles.

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2. Kinetics‐based aging prediction of asphalt mixtures using field deflection data;Luo X;International Journal of Pavement Engineering,2019

3. ARA‐ERES (Applied Research Associates Inc. ERES Consultants Division).Guide for mechanistic–empirical design of new and rehabilitated pavement structures Final report NCHRP Project 1‐37A Transportation Research Board Washington D.C.2004.

4. ZhouF NewcombD GurganusC et al.Experimental design for field validation of laboratory tests to assess cracking resistance of asphalt mixtures. No. NCHRP Project 9–57 National Cooperative Highway Research Program Transportation Research Board of the National Academies Washington D.C.2016.

5. LyttonRL LuoX LingM ChenY HuS GuF.A mechanistic–empirical model for top–down cracking of asphalt pavements layers No. NCHRP Project 01–52 National Cooperative Highway Research Program Transportation Research Board of the National Academies Washington D.C.2018.

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