基于新的有限元-离散元组合方法的土岩混合物隧道破坏机理

IF 2.2 4区 工程技术 Q2 ENGINEERING, CIVIL
Penghai Deng, Quansheng Liu
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引用次数: 0

摘要

土岩混合物(SRM)的力学性能和破坏特征直接影响在SRM中建造的隧道的稳定性。一种新的土岩混合物建模方法是基于土岩混合物的组合有限元模型。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Failure mechanism of a tunnel in a soil–rock mixture based on a new combined finite–discrete element method
The mechanical properties and failure characteristics of soil–rock mixtures (SRMs) directly affect the stability of tunnels constructed in SRMs. A new SRM modelling method based on the combined fin...
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来源期刊
European Journal of Environmental and Civil Engineering
European Journal of Environmental and Civil Engineering ENGINEERING, CIVIL-ENGINEERING, GEOLOGICAL
CiteScore
4.80
自引率
4.80%
发文量
153
审稿时长
6 months
期刊介绍: The European Research Area has now become a reality. The prime objective of the EJECE is to fully document advances in International scientific and technical research in the fields of sustainable construction and soil engineering. In particular regard to the latter, the environmental preservation of natural media (soils and rocks) and the mitigation of soil-related risks are now not only major societal challenges, but they are also the source of scientific and technical developments that could be extremely beneficial.
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