Tall Oedometer Testing: Method to Account for Wall Friction-Reference-Cited by-同舟云学术

Tall Oedometer Testing: Method to Account for Wall Friction

Published:2015-04 Issue:2 Volume:15 Page:04014045
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Lovisa Julie¹,Sivakugan Nagaratnam²

Affiliation:

1. Lecturer, Dept. of Civil and Environmental Engineering, James Cook Univ., Douglas, Townsville 4811, Australia (corresponding author).

2. Associate Professor and Head, Dept. of Civil and Environmental Engineering, James Cook Univ., Douglas, Townsville 4811, Australia.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0000359

Reference14 articles.

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2. Oedometer test with different specimen heights on a clay exhibiting large secondary compression

3. Casagrande A. and Fadum R. F. (1940). “Notes on soil testing for engineering purposes.” Harvard soil mechanics Vol. 8 Harvard Univ. Cambridge MA.

4. Guan W. and Zhang Q. (2005). “Consolidation and arch formation of cohesive bulk solids in storage bins.” Proc. 2005 ASAE Annual Meeting American Society of Agricultural and Biological Engineers St. Joseph MI.

5. Behavior of cemented paste backfill in two mine stopes: Measurements and modeling;Helinski M.;J. Geotech. Geoenviron. Eng.,2010

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