Ground Freezing and Sampling of Pleistocene Sand near Charleston, South Carolina

Author:

Esposito Michael P.1,Andrus Ronald D.2,Camp William M.3

Affiliation:

1. Graduate Research Assistant, Glenn Dept. of Civil Engineering, Clemson Univ., Clemson, SC 29634-0911.

2. Professor, Glenn Dept. of Civil Engineering, Clemson Univ., Clemson, SC 29634-0911 (corresponding author).

3. Technical Principal and Vice President, S&ME, Inc., 620 Wando Park Blvd., Mount Pleasant, SC 29464.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Reference42 articles.

1. Updated liquefaction potential analysis eliminates foundation retrofitting of two critical structures

2. Biggar K. W. and Sego D. C. (1996). “In-situ ground freezing and sampling.” CANLEX Tech. Rep. Phase IV Univ. of Alberta Edmonton AB Canada.

3. Boller R. C. (2008). “Geotechnical investigations of three sites in the South Carolina Coastal Plain that did not liquefy during the 1886 Charleston earthquake.” M.S. thesis Clemson Univ. Clemson SC.

4. Boller R. Andrus R. Hayati H. Camp W. Gassman S. and Talwani P. (2008). “Liquefaction evaluation of the CREC geotechnical experimentation site near Charleston South Carolina based on cone tests.” Proc. 6th National Seismic Conf. on Bridges and Highways Seismic Technologies for Extreme Loads MCEER-08-SP04 Multidisciplinary Center for Earthquake Engineering Research Univ. of Buffalo Buffalo NY.

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