Mechanical Behaviors of Anchorage Interfaces in Layered Rocks with Fractures under Axial Loads
Author:
Publisher
Springer Science and Business Media LLC
Subject
General Earth and Planetary Sciences
Link
https://link.springer.com/content/pdf/10.1007/s12583-022-1785-z.pdf
Reference39 articles.
1. Akisanya, A. R., Ivanović, A., 2014. Debonding along the Fixed Anchor Length of a Ground Anchorage. Engineering Structures, 74: 23–31. https://doi.org/10.1016/j.engstruct.2014.05.013
2. Alneasan, M., Behnia, M., Bagherpour, R., 2019. Analytical Investigations of Interface Crack Growth between Two Dissimilar Rock Layers under Compression and Tension. Engineering Geology, 259: 105188. https://doi.org/10.1016/j.enggeo.2019.105188
3. Bobet, A., Einstein, H. H., 2011. Tunnel Reinforcement with Rockbolts. Tunnelling and Underground Space Technology, 26(1): 100–123. https://doi.org/10.1016/j.tust.2010.06.006
4. Chang, X., Wang, G. Z., Liang, Z. Z., et al., 2017. Study on Grout Cracking and Interface Debonding of Rockbolt Grouted System. Construction and Building Materials, 135: 665–673. https://doi.org/10.1016/jxonbuildmat.2017.01.031
5. Che, N., Wang, H. N., Jiang, M. J., 2020. DEM Investigation of Rock/Bolt Mechanical Behaviour in Pull-out Tests. Particuology, 52: 10–27. https://doi.org/10.1016/j.partic.2019.12.006
Cited by 9 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 and constitutive model of artificial frozen sandy soils under true triaxial stress state conditions;Case Studies in Thermal Engineering;2024-09
2. Effectiveness and reversibility test of electrochemical modification of mudstone hydro-mechanical parameters;2024-08-05
3. Experimental study on the effect of water-induced deterioration on shear properties of bolted rock joints;Case Studies in Construction Materials;2024-07
4. A Numerical Model for the Bearing Capacity of Anchoring Interface in Composite Rock Mass by A Modified Nonlinear Bond-Slip Model;KSCE Journal of Civil Engineering;2024-06-07
5. Evaluation Method for Determining Rock Brittleness in Consideration of Plastic Deformation in Pre-Peak and Failure Energy in Post-Peak;Applied Sciences;2023-11-27
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