Experimental and Numerical Investigations on the Effect of In Situ Stress and Discontinuities Orientation on the Deformation Modulus of Rock Masses
Author:
Affiliation:
1. Dept. of Mining Engineering, Isfahan Univ. of Technology (IUT), Isfahan 8415683111, Iran.
2. Dept. of Mining Engineering, Isfahan Univ. of Technology (IUT), Isfahan 8415683111, Iran (corresponding author).
Publisher
American Society of Civil Engineers (ASCE)
Subject
Soil Science
Link
https://ascelibrary.org/doi/pdf/10.1061/IJGNAI.GMENG-9178
Reference42 articles.
1. Determination of rock mass modulus nonlinear variation with loading and depth;Afrouz A.;Min. Sci. Technol.,1990
2. Numerical analysis of plate-load test results on fractured rocks using an equivalent-continuum model: Case study of the Bakhtiary Dam site;Agharazi A.;Int. J. Geomech.,2015
3. Agharazi, A., D. Tannant, and A. Jafari. 2008. “Stress and tunnel geometry effects on deformation modulus derived from plate load tests.” In Proc., 61st Canadian Geotechnical Conf. A Heritage of Innovation GeoEdmonton 08’. Edmonton, AB: GeoEdmonton'08 Organizing Committee.
4. Characterizing rock mass deformation mechanisms during plate load tests at the Bakhtiary dam project
5. Aliasghari, H., and B. Ahadi. 2007. “Effect of anisotropy on rock mass deformation modulus in Javeh dam site.” In Proc., 11th ACUUS Conf. Underground Space, Expanding the Frontiers. Athens, Greece: Laboratory of Mining and Environmental Technology.
1.学者识别学者识别
2.学术分析学术分析
3.人才评估人才评估
"同舟云学术"是以全球学者为主线,采集、加工和组织学术论文而形成的新型学术文献查询和分析系统,可以对全球学者进行文献检索和人才价值评估。用户可以通过关注某些学科领域的顶尖人物而持续追踪该领域的学科进展和研究前沿。经过近期的数据扩容,当前同舟云学术共收录了国内外主流学术期刊6万余种,收集的期刊论文及会议论文总量共计约1.5亿篇,并以每天添加12000余篇中外论文的速度递增。我们也可以为用户提供个性化、定制化的学者数据。欢迎来电咨询!咨询电话:010-8811{复制后删除}0370
www.globalauthorid.com
TOP
Copyright © 2019-2024 北京同舟云网络信息技术有限公司 京公网安备11010802033243号 京ICP备18003416号-3