Results from a Forensic Investigation of a Failed Cement Treated Base

Author:

Chen Dar Hao1234,Scullion Tom1234,Lee Tzen-Chin1234,Bilyeu John1234

Affiliation:

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

2. Program Manager, Texas Transportation Institute, 501 CE/TTI Building, Texas A&M Univ., College Station, TX 77843. E-mail: t-scullion@tamu.edu

3. Associated Professor, National United Univ., Maio Li, Taiwan. E-mail: ltc6@nuu.edu.tw

4. Transportation Engineer, Texas Department of Transportation, 4203 Bull Creek #39, 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

Reference8 articles.

1. Chen D.-H. Bilyeu J. Lin H. and Murphy M. (2000). “Temperature correction on FWD measurements.” Transportation Research Record . 1716 Transportation Research Board Washington D.C. 30–39.

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

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

4. Portland Cement Association (PCA). (1979). “Cement-treated aggregate base.” SR221 Skokie Ill.

5. Scullion T. Guthrie S. and Sebesta S. (2003). “Full depth recycling: Field performance and design guideline.” Study Rep. No. 4182-1 TTI College Station Tex.

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