Numerical Analysis of Plate-Load Test Results on Fractured Rocks Using an Equivalent-Continuum Model: Case Study of the Bakhtiary Dam Site-Reference-Cited by-同舟云学术

Numerical Analysis of Plate-Load Test Results on Fractured Rocks Using an Equivalent-Continuum Model: Case Study of the Bakhtiary Dam Site

Published:2015-02 Issue:1 Volume:15 Page:05014001
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Agharazi Alireza¹,Martin C. Derek²,Tannant Dwayne D.³

Affiliation:

1. Ph.D. Candidate, Dept. of Civil and Environmental Engineering, Univ. of Alberta, Edmonton, AB T6G 2W2, Canada (corresponding author).

2. Professor, Dept. of Civil and Environmental Engineering, Univ. of Alberta, Edmonton, AB T6G 2W2, Canada.

3. Professor, School of Engineering, Univ. of British Columbia, Kelowna, BC V1V 1V7, Canada.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0000415

Reference28 articles.

1. A three-dimensional equivalent continuum constitutive model for jointed rock masses containing up to three random joint sets

2. Agharazi A. Tannant D. and Jafari A. (2008). “Stress and tunnel geometry effects on deformation modulus derived from plate load tests.” Proc. Canadian Geotechnical Conf . Richmond BC Canada 601–608.

3. Characterizing rock mass deformation mechanisms during plate load tests at the Bakhtiary dam project

4. ASTM. (2008). “Standard test method for determining in situ modulus of deformation of rock mass using rigid plate loading method.” D4394-08 West Conshohocken PA.

5. Determining rock mass deformability: experience from case histories

Cited by 5 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Experimental and Numerical Investigations on the Effect of In Situ Stress and Discontinuities Orientation on the Deformation Modulus of Rock Masses;International Journal of Geomechanics;2024-02

2. Laminar and turbulent groundwater flows in confined two- and three-dimensional discrete fracture networks;Engineering Geology;2022-10

3. EVALUATION OF PLATE LOAD TEST RESULTS;Eskişehir Osmangazi Üniversitesi Mühendislik ve Mimarlık Fakültesi Dergisi;2022-04-27

4. Deformation modulus of rock foundation in Deriner Arch Dam;GEOMECH ENG;2021

5. An Investigation of the Mechanisms Involved in Plate Load Testing in Rock;Applied Sciences;2021-03-18