Review of Stabilization of Clays and Expansive Soils in Pavements and Lightly Loaded Structures—History, Practice, and Future

Author:

Petry Thomas M.1,Little Dallas N.2

Affiliation:

1. Professor of Civil Engineering, Univ. of Missouri-Rolla, 1870 Miner Circle, Rolla, MO 65409-0030.

2. E.B. Snead Chair Professor of Civil Engineering, Texas A&M Univ., Suit 603 CE/TTI Building, College Station, TX 77843-3135.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Reference137 articles.

1. Addison M. B. and Petry T. M.(1998). “Optimizing and multi-agent multi-injected swell modifier.” Transp. Res. Rec. 1611 Transportation Research Board 38–45.

2. Allison G. E. Kefauver M. and Roller E. M. (1953). “Ammonium fixation in soils.” Proc. Soil Science Society of America Vol. 17 107–110.

3. Altmeyer W. T. (1955). “Discussion of engineering properties of expansive clays.” Proc. ASCE 81 (separate no. 658) 17–19.

4. Anday M. C. (1961). “Accelerated curing for lime-stabilized soil.” HRB Bulletin 304 Highway Research Board National Research Council Washington D.C. 1–13.

5. Anday M. C. (1963). “Curing lime-stabilized soils.” HRB Record 29 Highway Research Board National Research Council Washington D.C. 13–26.

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