New Structure-Based Model for Estimating Undrained Shear Strength-Reference-Cited by-同舟云学术

New Structure-Based Model for Estimating Undrained Shear Strength

Published:2007-10 Issue:10 Volume:133 Page:1290-1301
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Cinicioglu Ozer¹²²,Znidarcic Dobroslav¹²²,Ko Hon-Yim¹²²

Affiliation:

1. Assistant Professor, Dept. of Civil Engineering, Bogazici Univ., Bebek, Istanbul, Turkey, 34342 (corresponding author). E-mail: ozer.cinicioglu@boun.edu.tr

2. Professor, Dept. of Civil, Environmental and Architectural Engineering, Univ. of Colorado, Boulder, CO 80309.

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%291090-0241%282007%29133%3A10%281290%29

Reference24 articles.

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2. Small Cone Penetrometer Tests and Piezocone Tests in Laboratory Consolidated Clays

3. Change in microstructure of kaolin in consolidation and undrained shear

4. A note on field vane testing on silty soils;Blight G. E.;Comput. Graph. Image Process.,1968

5. Bolton M. D. Gui M. W. and Phillips R. (1993). “Review of miniature soil probes for model tests.” Proc. 11th Southeast Asian Geotechnical Conf. Singapore 85–90.

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