Influence of Clod-Size and Structure on Wetting-Induced Volume Change of Compacted Soil

Author:

Cerato Amy B.123,Miller Gerald A.123,Hajjat Jumanah A.123

Affiliation:

1. Assistant Professor, Univ. of Oklahoma, 202 W. Boyd St., Room 334, Norman, OK 73019 (corresponding author).

2. Professor, Univ. of Oklahoma, 202 W. Boyd St., Room 334, Norman, OK 73019.

3. Formerly Graduate Research Assistant, Univ. of Oklahoma, 202 W. Boyd St., Room 334, Norman, OK 73019..

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Reference18 articles.

1. ASTM. (2005). “Soil and rock (I).” D 420–D 5611 West Conshohocken Pa.

2. Volume changes characteristics of unsaturated clay;Barden L.;J. Soil Mech. and Found. Div.,1969

3. Engineering behavior and structure of compacted clay;Barden L.;J. Soil Mech. and Found. Div.,1970

4. Evaluation and Control of Collapsible Soils

5. Influence of Clods on the Hydraulic Conductivity of Compacted Clay

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