Roughness and Unit Side Resistances of Drilled Shafts Socketed in Clay Shale and Limestone-Reference-Cited by-同舟云学术

Roughness and Unit Side Resistances of Drilled Shafts Socketed in Clay Shale and Limestone

Published:2008-09 Issue:9 Volume:134 Page:1272-1279
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Nam Moon S.¹²,Vipulanandan Cumaraswamy¹²

Affiliation:

1. Senior Researcher, Structure and Geotechnical Research Division, Expressway and Transportation Research Institute, Korea Expressway Corporation, Hwaseong City, Gyung Gi Province 445-812, Korea. E-mail: msnam@ex.co.kr

2. Chairman and Professor, Director of Center for Innovative Grouting Materials and Technology (CIGMAT), Director of Texas Hurricane Center for Innovative Technology, Dept. of Civil and Environmental Engineering, Univ. of Houston, Houston, TX 77204-4003. E-mail: cvipulanandan@uh.edu

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%282008%29134%3A9%281272%29

Reference14 articles.

1. ASTM D 2664-95a . (2000). “Standard test method for triaxial compressive strength of undrained rock core specimens without pore pressure measurements.” American Society for Testing and Materials Philadelphia Pa.

2. ASTM D 2938-95 . (2000). “Standard test method for unconfined compressive strength of intact rock core specimens.” American Society for Testing and Materials Philadelphia Pa.

3. Methods of improving the performance of drilled piers in weak rock

4. Requirements for accurate quantification of self-affine roughness using the roughness–length method

5. Kulhawy F. H. and Phoon K.-K. (1993). “Drilled shaft side resistance in clay soil to rock.” Design and performance of deep foundations GSP No. 38 P. P. Nelson T. D. Smith and E. C. Clukey eds. ASCE New York 172–183.

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