Evaluation of Undrained Shear Strength Using Full-Flow Penetrometers-Reference-Cited by-同舟云学术

Evaluation of Undrained Shear Strength Using Full-Flow Penetrometers

Published:2011-01 Issue:1 Volume:137 Page:14-26
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

DeJong Jason T.¹²³,Yafrate Nicholas J.¹²³,DeGroot Don J.¹²³

Affiliation:

1. Associate Professor, Dept. of Civil and Environmental Engineering, Univ. of California Davis, One Shields Ave., Davis, CA 95616 (corresponding author).

2. Senior Staff Engineer, Geosyntec Consultants, Acton, MA 01720; formerly, Doctoral Student, Univ. of California Davis, One Shields Ave., Davis, CA 95616.

3. Professor, Dept. of Civil and Environmental Engineering, Univ. of Massachusetts Amherst, Amherst, MA 01003.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GT.1943-5606.0000393

Reference31 articles.

1. ASTM. (2007). “Standard test method for performing electronic friction cone and piezocone penetration testing of soils.” ASTM-D5778-07 West Conshohocken Pa.

2. Bemben S. M. and Myers H. J. (1974). “The influence of rate of penetration on static cone resistance in Connecticut River Valley varved clay.” Proc. European Symp. on Penetration Testing (ESOPT) National Swedish Building Research Stockholm Sweden 33–34.

3. Influence of Peripheral Velocity on Vane Shear Strength of an Artificial Clay

4. Bonaparte R. and Mitchell J. K. (1979). “The properties of San Francisco Bay mud at Hamilton Air Force Base.” Rep. Prepared for the Dept. of Civil Engineering University of California Berkeley Berkeley Calif.

5. The In-Situ Measurement of the Undrained Shear Strength of Clays Using the Field Vane

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