Skip to content
RDL
Network
Ekosistem
Uygulama değiştir
EN
Hakkımızda
SSS
Giriş yap
Başla
Effect of multiscale interface roughness on shear behavior of backfill-rock specimen — Wenkai Ru (2025) | RDL Network
Back
Cite
Save
Save for later
Share
Home
Publications
Effect of multiscale interface roughness on shear behavior of backfill-rock specimen
Shared by
Diyuan Li
Central South University
Effect of multiscale interface roughness on shear behavior of backfill-rock specimen
Article
2025
en
Authors
+2 more
WR
Wenkai Ru
Diyuan Li
Central South University
ZH
Zhenyu Han
Discussion
(0)
Sign in
to like and join the discussion.
No comments yet. Be the first to comment.
Related publications
Article
2025
Size Effects on Backfill–Rock Interface Shear Behavior: Insights from Multi-method Modeling
Wenkai Ru
,
Jinyin Ma
,
Hiroyuki Noda
,
Diyuan Li
,
Hao Gong
,
Junjie Zhao
,
Zhen Li
Article
2025
Numerical study on shear behavior of backfill-rock rough interface considering 3D morphology of surrounding rock in a mining stope
Wenkai Ru
,
Diyuan Li
,
Hao Gong
,
Zhenyu Han
,
Chenxi Zhang
Article
2025
Damage analysis of shear mechanical behaviour of rock–cemented tailings backfill natural interface considering cement–sand ratio effect
Wenkai Ru
,
Diyuan Li
,
Hao Gong
,
Zhenyu Han
Article
2025
3D Morphology Analysis and Shear Strength Prediction Model for a Backfill–Rock Interface
Wenkai Ru
,
Diyuan Li
,
Zhenyu Han
,
Pingkuang Luo
,
Hao Gong
Article
2025
Effect of the cement–tailings ratio on the shear failure mechanism at the cemented tailing backfill–rock interface: Insights from the morphology of stope surrounding rocks
Wenkai Ru
,
Diyuan Li
,
Hao Gong
,
Pingkuang Luo
,
Junjie Zhao
Discussion(0)
No comments yet. Be the first to comment.