Use of A¯=0 as a Failure Criterion for Weakly Cemented Soils-Reference-Cited by-同舟云学术

Use of A¯=0 as a Failure Criterion for Weakly Cemented Soils

Author:

Baxter Christopher D. P.¹²³⁴⁵,Ravi Sharma M. S.¹²³⁴⁵,Moran Kathryn¹²³⁴⁵,Vaziri Hans¹²³⁴⁵,Narayanasamy Raja¹²³⁴⁵

Affiliation:

1. Associate Professor, Dept. of Ocean/Civil and Environmental Engineering, The Univ. of Rhode Island, Narragansett, RI 02882.

2. Technical Engineer, Coastal and Ocean Consultants, a COWI Company, Trumbull, CT 06611 (corresponding author).

3. Professor, Dept. of Ocean Engineering and Graduate School of Oceanography, The Univ. of Rhode Island, Narragansett, RI 02882.

4. Sand Management Senior Advisor, BP America Inc., 501 Westlake Park Blvd., Room 12.116, Houston, TX 77079.

5. Drilling Engineer, BP Exploration Operating Company Limited, Chertsey Rd., Sunbury-on-Thames, Middlesex TW16 7LN, U.K.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Link

Reference25 articles.

1. Saturating laboratory samples by back pressures;Black D. K.;J. Soil Mech. and Found. Div.,1973

4. Cemented sands under static loading;Clough G. W.;J. Geotech. Engrg. Div.,1981

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