Research on the Identification method for Void Location of Semi-rigid Base Pavement

被引：2

作者：

Zhong, Yanhui ^{[1
]}

Zhang, Bei ^{[1
]}

Guo, Chengchao ^{[1
]}

Qi, Jin ^{[1
]}

机构：

[1] Zhengzhou Univ, Coll Water Conservancy & Environm Engn, Zhengzhou 450001, Henan, Peoples R China

来源：

ADVANCES IN STRUCTURAL ENGINEERING, PTS 1-3 | 2011年 / 94-96卷

关键词：

semi-rigid base pavement; voids; location identification;

D O I：

10.4028/www.scientific.net/AMM.94-96.1257

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

Using finite element software, the analysis model of semi-rigid base pavement with voids is established. Variation of deflection under load of Falling Weight Deflectometer (FWD) is studied and the reference critical value is obtained to determine whether there are the voids. According to analysis of the deflection basin data under different location, the identification method for the void location of semi-rigid base pavement is established. The field test shows that it is feasible to use this technology in void identification for semi-rigid base pavement.

引用

页码：1257 / 1260

页数：4

共 50 条

[31] Peridynamics for Fracture Analysis of Reflective Cracks in Semi-Rigid Base Asphalt Pavement
Shi, Zhichuang
Yue, Jinchao
Xu, Lingling
Wang, Xiaofeng
APPLIED SCIENCES-BASEL, 2022, 12 (07):
[32] Rutting prediction of asphalt pavement with semi-rigid base: Numerical modeling on laboratory to accelerated pavement testing
Liu, Zhen
Gu, Xingyu
Ren, Hua
CONSTRUCTION AND BUILDING MATERIALS, 2023, 375
[33] RESEARCH ON NEW TECHNOLOGY TO CONTROL HIGHWAY SEMI-RIGID BASE ASPHALT PAVEMENT CRACKS USING INTELLIGENT MATERIALS
Deng, Hong-Liang
Fu, Xiao-Yin
Wang, Zheng-Nian
Liao, Dan
PROCEEDINGS OF THE ELEVENTH INTERNATIONAL SYMPOSIUM ON STRUCTURAL ENGINEERING, VOL I AND II, 2010, : 1749 - 1754
[34] Influence of tack coat on reflective cracking propagation in semi-rigid base asphalt pavement
Wang, Xiaoying
Zhong, Yang
ENGINEERING FRACTURE MECHANICS, 2019, 213 : 172 - 181
[35] Numerical analysis of factors affecting the fatigue life of asphalt pavement with semi-rigid base
Zhu, T. Y.
Wang, S. Q.
Huang, X. M.
FUNCTIONAL PAVEMENT DESIGN, 2016, : 101 - 101
[36] Effect of vehicle speed and overload on dynamic response of semi-rigid base asphalt pavement
Assogba, Ogoubi Cyriaque
Tan, Yiqiu
Sun, Zhiqi
Lushinga, Nonde
Bin, Zheng
ROAD MATERIALS AND PAVEMENT DESIGN, 2021, 22 (03) : 572 - 602
[37] Study on Evaluating the Influence of Mechanical Parameters to Semi-Rigid Base of Asphalt Pavement in Service
Wen, Xiaobo
Wu, Hao
CICTP 2020: ADVANCED TRANSPORTATION TECHNOLOGIES AND DEVELOPMENT-ENHANCING CONNECTIONS, 2020, : 1823 - 1830
[38] Asphalt pavement structure with semi-rigid base course based on cross-anisotropy
Department of Transportation Engineering, Taiyuan University of Science and Technology, Taiyuan 030024, China
不详
Chang'an Daxue Xuebao, 2008, 6 (21-24): : 21 - 24
[39] Influence of heavy axle load on dynamic response of semi-rigid base of asphalt pavement
Li, Qiaoru
Liu, Dongzhi
Sun, Jishu
Lu, Jianrong
ADVANCES IN TRANSPORTATION, PTS 1 AND 2, 2014, 505-506 : 72 - +
[40] Application Error of Traffic Speed Deflectometer for Asphalt Pavement Structure with Semi-Rigid Base
Wu C.
Jiang X.
Xinan Jiaotong Daxue Xuebao/Journal of Southwest Jiaotong University, 2021, 56 (05): : 1109 - 1115

← 1 2 3 4 5 →