Forensic Investigation of a Sulfate-Heaved Project in Texas

Author:

Chen Dar-Hao1221,Harris Pat1221,Scullion Tom1221,Bilyeu John1221

Affiliation:

1. Texas Dept. of Transportation, Pavements Section, 4203 Bull Creek Rd., Austin, Texas 78731.

2. Texas Transportation Institute, Texas A&M Univ. System, 3135 TAMU College Station, Texas 77843.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Reference7 articles.

1. Bredenkamp S. and Lytton R. (1995). “Reduction of sulfate swell in expansive clay subgrades in the Dallas district.” Rep. 1994-5 TTI Texas Dept. of Transportation Austin Texas.

2. Camp U. and Seely O. (2002). “Gravimetric sulfate determination.” ⟨http://chemistry.csudh.edu/oliver/che230/labmanual/gravsulf.html⟩. (May 7 2002).

3. Harris P. Scullion T. and Sebesta S. (2003). “Measuring sulfate in subgrade soil—Difficulties and triumphs.” Proc. Transportation Research Board Annual Meeting Washington D.C.

4. Hunter D. (1989). “The geochemistry of lime-induced heave in sulfate bearing clay soils.” Dissertation Univ. of Nevada Reno Nev.

5. The Twentieth Terzaghi Lecture

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