Failure Analysis of a Bridge Embankment with Cracked Approach Slabs and Leaking Sand-Reference-Cited by-同舟云学术

Failure Analysis of a Bridge Embankment with Cracked Approach Slabs and Leaking Sand

Published:2007-10 Issue:5 Volume:21 Page:375-381
ISSN:0887-3828
Container-title:Journal of Performance of Constructed Facilities
language:en
Short-container-title:J. Perform. Constr. Facil.

Author:

Chen Dar-Hao¹²³,Nazarian Soheil¹²³,Bilyeu John¹²³

Affiliation:

1. Professor, School of Highway Engineering, Changsha Univ. of Science and Technology, Chiling Road 45#, Changsha, Hunan P.R. China 410076; and, Pavement Engineering Supervisor, Texas Dept. of Transportation, 4203 Bull Creek #39, Austin, TX 78731 (corresponding author). E-mail: dchen@dot.state.tx.us

2. Professor, Dept. of Civil Engineering, Univ. of Texas at El Paso, 500 West University Ave., El Paso, TX 79968. E-mail: nazarian@utep.edu

3. Transportation Engineer, Material and Pavements Section, Texas Dept. of Transportation, 4203 Bull Creek Rd., Austin, TX 78731. E-mail: jbilyeu@dot.state.tx.us

Publisher

American Society of Civil Engineers (ASCE)

Subject

Safety, Risk, Reliability and Quality,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290887-3828%282007%2921%3A5%28375%29

Reference7 articles.

1. A Correlation Between Dynamic Cone Penetrometer Values and Pavement Layer Moduli

2. Using Nondestructive Testing Technologies to Assist in Selecting the Optimal Pavement Rehabilitation Strategy

3. McCullough B. F. Zollinger D. G. and Dossey T. (1998). “Evaluation of the performance of Texas pavements made with different coarse aggregates.” Research Rep. No. 3925-1 Center for Transportation Research Univ. of Texas at Austin Austin Tex.

4. Scullion T. and Chen Y. (1999). “COLORMAP version 2 user’s guide with help menus.” Research Rep. No. 1702-4 Texas Transportation Institute College Station Tex.

5. Scullion T. Servos S. Ragsdale J. and Saarenketo T. (1997). “Applications of ground-coupled GPR to pavement evaluation.” TTI Rep. No. 2947-S Texas Transportation Institute Texas A&M Univ. System College Station Tex.

Cited by 14 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Overview of the Risk Assessment of Mechanically Stabilized Earth Walls;Geo-Congress 2024;2024-02-22

2. Structural evaluation and performance based optimization of approach slab design for mitigating bridge approach settlement through an Indian case study;Structures;2024-02

3. In Situ Evaluation of Bridge MSE Retaining Walls with Excessive Panel Movements;International Journal of Civil Engineering;2023-04-18

4. Estimation of Cavities beneath Plate Structures Using a Microphone: Laboratory Model Tests;Sensors;2021-04-22

5. Mitigating the Bridge End Bump Problem: A Case Study of a New Slab System with a Lower Partition Slab-Pile Foundation;Advances in Civil Engineering;2020-05-31