Wetting-Induced Compression of Compacted Oklahoma Soils

Author:

Lim Yong Yeow1,Miller Gerald A.2

Affiliation:

1. Project Manager, Terracon Consultants, Inc., 832 Northwest 67th St., Oklahoma City, OK 73116. E-mail: yylim@terracon.com

2. Associate Professor, School of Civil Engineering and Environmental Science, Univ. of Oklahoma, 202 West Boyd St., Room 334, Norman, OK 73019. E-mail: gamiller@ou.edu

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Reference22 articles.

1. Alwail T.A. Ho C.L. and Fragaszy R.J. ( 1994). “Collapse mechanism of compacted clayey and silty sands.” Proc. Settlement ’94 ASCE New York 1435–1446.

2. American Association of State Highway Transportation Officials (AASHTO). ( 2000). Standard specifications for transportation materials and methods of sampling and testing Parts I and II Washington D.C.

3. American Society for Testing and Materials (ASTM). ( 2000). Annual book of ASTM standards Sec. 4 Vols. 04.08 and 04.09 West Conshohocken Pa.

4. Evaluation and Control of Collapsible Soils

5. Booth A.R. ( 1977). “Collapse settlement in compacted soils.” CSIR Research Rep. 324 Commonwealth Scientific Institute for Research National Institute for Transport and Road Research Pretoria South Africa.

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