Analytic Solution for Finite Transversely Isotropic Circular Cylinders under the Axial Point Load Test-Reference-Cited by-同舟云学术

Analytic Solution for Finite Transversely Isotropic Circular Cylinders under the Axial Point Load Test

Published:2002-02 Issue:2 Volume:128 Page:209-219
ISSN:0733-9399
Container-title:Journal of Engineering Mechanics
language:en
Short-container-title:J. Eng. Mech.

Author:

Wei X. X.¹,Chau K. T.²

Affiliation:

1. Postdoctoral Fellow, Dept. of Civil and Structural Engineering, The Hong Kong Polytechnic Univ., Hung Hom, Kowloon, Hong Kong, China.

2. Professor and Associate Head, Dept. of Civil and Structural Engineering, The Hong Kong Polytechnic Univ., Hung Hom, Kowloon, Hong Kong, China (corresponding author).

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-9399%282002%29128%3A2%28209%29

Reference61 articles.

1. Bauer R. A. (1984). “The relationship of uniaxial compressive strength to point-load and moisture content indices of highly anisotropic sediments of the Illinois Basin.” Proc. 25th U.S. Symp. Rock Mech. Northwestern Univ. Evanston Ill. 398–404.

2. Estimation of strength anisotropy using the point-load test

3. The point-load strength test

4. Size correction for point load testing

5. Orthogonality Relations for the "End Problem" for Transversely Isotropic Cylinders

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