Experimental and Theoretical Study on the Creep Behavior of a Clayey Rock

Author:

Yu Hongdan,Chen Weizhong,Ma Yongshang,Tan Xianjun,Yang Jianping

Funder

National Natural Science Foundation of China

Publisher

Springer Science and Business Media LLC

Subject

Geology,Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering

Reference49 articles.

1. Arulanandan K, Shen CK, Young RB (1972) Discussion: Undrained creep behaviour of a coastal organic silty clay. Géotechnique 22(3):536–537

2. Baldi G, Hueckel T, Peano A, Pellegrini R (1991) Developments in modelling of thermohydro-geomechanical behaviour of Boom Clay and clay-based buffer materials (volume 2) (No. EUR-13365/2). Commission of the European Communities

3. Blümling P, Bernier F, Lebon Pm Martin CD (2007) The excavation damaged zone in clay formations time-dependent behaviour and influence on performance assessment. Phys Chem Earth 32(8–14):588–599

4. Bonini M, Barla G, Barla M (2003) Characterisation studies of Tectonised Clay Shales and implications in the excavation of large size tunnels[C]//ISRM 2003–Technology roadmap for rock mechanics, South African Institute of Mining and Metallurgy

5. Chang CD, Zoback MD (2009) Viscous creep in room-dried unconsolidated Gulf of Mexico shale (I): experimental results. J Pet Sci Eng 69:239–246

同舟云学术

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