A modified roughness index based on the root mean square of the first derivative and its relationship with peak shear strength of rock joints
Published 2020 View Full Article
- Home
- Publications
- Publication Search
- Publication Details
Title
A modified roughness index based on the root mean square of the first derivative and its relationship with peak shear strength of rock joints
Authors
Keywords
Rock joints, Root mean square of the first derivative, Geometric characteristics, Peak shear strength, Shear direction
Journal
ENGINEERING GEOLOGY
Volume 279, Issue -, Pages 105898
Publisher
Elsevier BV
Online
2020-11-10
DOI
10.1016/j.enggeo.2020.105898
References
Ask authors/readers for more resources
Related references
Note: Only part of the references are listed.- Monitoring and correction of the stress in an anchor bolt based on Pulse Pre‐Pumped Brillouin Optical Time Domain Analysis
- (2020) Qi Liu et al. Energy Science & Engineering
- Extended finite element simulation of step-path brittle failure in rock slopes with non-persistent en-echelon joints
- (2019) Xiaoping Zhou et al. ENGINEERING GEOLOGY
- Correlational fractal characterisation of stress and acoustic emission during coal and rock failure under multilevel dynamic loading
- (2019) H. Sun et al. INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES
- Time-dependent behavior of rock joints considering asperity degradation
- (2019) Qingzhao Zhang et al. JOURNAL OF STRUCTURAL GEOLOGY
- Mechanical characterisation of jointed rock-like material with non-persistent rough joints subjected to uniaxial compression
- (2019) Mostafa Asadizadeh et al. ENGINEERING GEOLOGY
- New Method for Characterizing the Shear Damage of Natural Rock Joint Based on 3D Engraving and 3D Scanning
- (2019) Quan Jiang et al. International Journal of Geomechanics
- New peak shear strength model for cement filled rock joints
- (2018) Yongchao Tian et al. ENGINEERING GEOLOGY
- Study on the mechanisms of flexural toppling failure in anti-inclined rock slopes using numerical and limit equilibrium models
- (2018) Yun Zheng et al. ENGINEERING GEOLOGY
- Challenges in the characterisation of intact rock bridges in rock slopes
- (2018) Davide Elmo et al. ENGINEERING GEOLOGY
- Reverse modelling of natural rock joints using 3D scanning and 3D printing
- (2016) Quan Jiang et al. COMPUTERS AND GEOTECHNICS
- A new index to describe joint roughness coefficient (JRC) under cyclic shear
- (2016) Bowen Zheng et al. ENGINEERING GEOLOGY
- Modeling rock specimens through 3D printing: Tentative experiments and prospects
- (2015) Quan Jiang et al. ACTA MECHANICA SINICA
- Characterization of Anisotropy of Joint Surface Roughness and Aperture by Variogram Approach Based on Digital Image Processing Technique
- (2015) S. J. Chen et al. ROCK MECHANICS AND ROCK ENGINEERING
- Experimental Study on Peak Shear Strength Criterion for Rock Joints
- (2015) Jie Yang et al. ROCK MECHANICS AND ROCK ENGINEERING
- An Investigation of Discontinuity Roughness Scale Dependency Using High-Resolution Surface Measurements
- (2013) Bryan S. A. Tatone et al. ROCK MECHANICS AND ROCK ENGINEERING
- New Peak Shear Strength Criterion of Rock Joints Based on Quantified Surface Description
- (2013) Cai-Chu Xia et al. ROCK MECHANICS AND ROCK ENGINEERING
- Study on estimation method of rock mass discontinuity shear strength based on three-dimensional laser scanning and image technique
- (2012) Huiming Tang et al. Journal of Earth Science
- Importance of Tensile Strength on the Shear Behavior of Discontinuities
- (2011) A. H. Ghazvinian et al. ROCK MECHANICS AND ROCK ENGINEERING
- A new 2D discontinuity roughness parameter and its correlation with JRC
- (2010) Bryan S.A. Tatone et al. INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES
- Shear behavior of rectangular-shaped asperities in rock joints
- (2010) Tae-Hyuk Kwon et al. KSCE Journal of Civil Engineering
Discover Peeref hubs
Discuss science. Find collaborators. Network.
Join a conversationAsk a Question. Answer a Question.
Quickly pose questions to the entire community. Debate answers and get clarity on the most important issues facing researchers.
Get Started