Manuel Rocha Medal Recipient Shear Strength of Rock Joints Based on Quantified Surface Description
By Giovanni Grasselli. 2006
230 citations recorded by the source corpus.
Subfields: Civil and Structural Engineering, Management, Monitoring, Policy and Law, Mechanics of Materials
View Paper: https://www.semanticscholar.org/paper/d73122654b0ef918e5e4db3e6e9a11f5306f1edf
How researchers see this paper
The researchers whose trusted networks rank it highest, strongest advocate first. Every researcher gets a different order.
In Civil and Structural Engineering
- Yingxue Song
- Z. Tang
- Wei-min Xiao
- Caichu Xia
- Bryan S. A. Tatone
- B. Hebblewhite
- Giovanni Grasselli
- P. Hagan
In Management, Monitoring, Policy and Law
- Yingxue Song
- Z. Tang
- Wei-min Xiao
- Caichu Xia
- Bryan S. A. Tatone
- B. Hebblewhite
- Giovanni Grasselli
- Joanne T. Fredrich
In Mechanics of Materials
- Yingxue Song
- Z. Tang
- Wei-min Xiao
- Caichu Xia
- Bryan S. A. Tatone
- B. Hebblewhite
- Giovanni Grasselli
- Joanne T. Fredrich
Citations in the corpus
- New Peak Shear Strength Criterion of Rock Joints Based on Quantified Surface Description (2014, methodology): “Then, a very powerful criterion was developed based on a large set of experimental data of rock joints using the quantified threedimensional morphology parameters (Grasselli 2001, 2006; Grasselli and Egger 2003).”
- An Investigation of Discontinuity Roughness Scale Dependency Using High-Resolution Surface Measurements (2013, background): “However, the system has now been used for a wide range of 3D measuring applications, including characterizing the geometry of small-scale rock fracture specimens (e.g., Grasselli 2006; Hong et al. 2006; Nasseri et al. 2009; Tatone and Grasselli 2012b).”
- Trapping zones: The effect of fracture roughness on the directional anisotropy of fluid flow and colloid transport in a single fracture (2006, background): “…max C , where q*max is the maximum apparent dip angle in the shear direction, and C is a ‘‘roughness’’ parameter which characterises the distribution of the apparent dip angles over the surface [Grasselli et al., 2002; Grasselli, 2006], is equal to 34.7 in +x direction and 29.7 in x direction.”
- Parametric Study of Smooth Joint Parameters on the Shear Behaviour of Rock Joints (2015, background): “…develop empirical and analytical models to predict the shear behaviour of rock joints (Asadollahi et al. 2010; Barton 1973; Barton and Choubey 1977; Grasselli 2006; Grasselli and Egger 2003; Grasselli et al. 2002; Jaeger 1971; Ladanyi and Archambault 1969, 1980; Patton 1966; Saeb and Amadei 1992).”