Experimental Investigation on Failure Modes and Mechanical Properties of Rock-Like Specimens with a Grout-Infilled Flaw under Triaxial Compression
Author:
Affiliation:
1. Department of Geology Engineering, Hohai University, Nanjing 210098, Jiangsu, China
2. Rock Mass Modeling and Computational Rock Mechanics Laboratories, University of Arizona, Tucson, AZ 85721, USA
Abstract
Funder
National Natural Science Foundation of China
Publisher
Hindawi Limited
Subject
Mechanical Engineering,Mechanics of Materials,Geotechnical Engineering and Engineering Geology,Condensed Matter Physics,Civil and Structural Engineering
Link
http://downloads.hindawi.com/journals/sv/2019/4909534.pdf
Reference30 articles.
1. Coalescence of fractures under shear stresses in experiments
2. Strength and failure modes of rock mass models with non-persistent joints
3. Systematic evaluation of cracking behavior in specimens containing single flaws under uniaxial compression
4. Experimental and numerical analyses of an opening in a jointed rock mass under biaxial compression
5. Three-Dimensional Numerical Simulation on Triaxial Failure Mechanical Behavior of Rock-Like Specimen Containing Two Unparallel Fissures
Cited by 8 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. Mechanical properties of fracture-grouted prefabricated sandstone after thermal-acid coupling treatment: An experimental study;Construction and Building Materials;2024-01
2. Cracking behaviors and mechanism of pre-cracked rock specimens under coupled THM fields with chemical processes;Case Studies in Construction Materials;2023-12
3. Experimental investigation on mode I fracture behavior of sandstone after grouting filling under three-point bending;Engineering Fracture Mechanics;2023-10
4. Experimental study on rock burst of granite with prefabricated single crack under true-triaxial stress condition with a free face;ROCK SOIL MECH;2023
5. Experimental investigation on the grouting characteristics of fractured sandstones under different confining pressures;Geomechanics and Geophysics for Geo-Energy and Geo-Resources;2022-11-21
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