Strain-Dependent Creep Behavior of Athabasca Oil Sand in Triaxial Compression-Reference-Cited by-同舟云学术

Strain-Dependent Creep Behavior of Athabasca Oil Sand in Triaxial Compression

Published:2017-01 Issue:1 Volume:17 Page:04016027
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Wang Zhechao¹,Wong Ron C. K.²

Affiliation:

1. Associate Professor, Geotechnical and Structural Engineering Research Center, Shandong Univ., 17923 Jingshi Rd., Jinan, Shandong 250061, China (corresponding author).

2. Professor, Dept. of Civil Engineering, Univ. of Calgary, 2500 University Dr. Northwest, Calgary, Alberta, Canada T2N 1N4.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0000670

Reference33 articles.

1. ABAQUS . (2006). ABAQUS documentation version 6.6. ABAQUS Inc. Providence RI.

2. Bishop A. W. and Lovenbury H. T. (1969). “Creep characteristics of two undisturbed clays.” Proc. 7th Int. Conf. of Soil Mechanics and Foundation Engineering Vol. 1 International Society of Soil Mechanics and Foundation Engineering Cambridge MA 29–37.

3. Mechanisms of setup of displacement piles in sand: laboratory creep tests

4. Nonassociated elastic/viscoplastic constitutive equations for sand

5. Characteristics of natural slopes in the Athabasca Oil Sands

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