p-y Criterion for Rock Mass-Reference-Cited by-同舟云学术

p-y Criterion for Rock Mass

Published:2009-01 Issue:1 Volume:135 Page:26-36
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Liang Robert¹²³,Yang Ke¹²³,Nusairat Jamal¹²³

Affiliation:

1. Professor, Dept. of Civil Engineering, Univ. of Akron, Akron, OH 44325-3905.

2. Geotechnical Engineer, CH2M HILL, 15010 Conference Center Dr., Suite 200, Chantilly, VA 20151; formerly, Graduate Research Assistant, Dept. of Civil Engineering, Univ. of Akron, Akron, OH 44325-3905.

3. Director of Geotechnical Engineering, E. L. Robinson of Ohio Co., 6000 Memorial Dr., Dublin, OH 43017. E-mail: jamal@elrobinson.com

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%282009%29135%3A1%2826%29

Reference31 articles.

1. Determining rock mass deformability: experience from case histories

2. Bowman E. R. (1958). “Investigation of the lateral resistance to movement of a plate in cohesionless soil.” MS thesis College of Engineering Univ. of Texas at Austin Austin Tex.

3. Carter D. P. (1984). “A non-linear soil model for predicting lateral pile response.” Rep. No. 359 Civil Engineering Dept. Univ. of Auckland New Zealand.

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