Innovative laboratory testing
By J. Lau, N. Chandler. 2004
136 citations recorded by the source corpus.
Subfields: Civil and Structural Engineering, Mechanics of Materials, Ocean Engineering
View Paper: https://www.semanticscholar.org/paper/82cd1ffae57b185089fdffe8bc53c1ed8ca6cf1f
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
In Mechanics of Materials
In Ocean Engineering
- M. Nicksiar
- C. Derek Martin
- Gye-Chun Cho
- Philip Meredith
- Zhihong Zhao
- M. Heap
- D. Potyondy
- P. Cundall
Citations in the corpus
- Elastic moduli evolution and accompanying stress changes with increasing crack damage: implications for stress changes around fault zones and volcanoes during deformation (2010, background): “…conducted on granites, generally of low porosity and low initial crack density (e.g. Alm et al. 1985; Martin & Chandler 1994; Eberhardt et al. 1999; Lau & Chandler 2004; Heap & Faulkner 2008) and the modelling of stress modifications due to such changes in elastic moduli is only reported for…”
- Factors Affecting Crack Initiation in Low Porosity Crystalline Rocks (2014, background): “The UCS of Lac du Bonnet granite is approximately 220 MPa, and the CI stress is approximately 120 MPa (Lau and Chandler 2004).”
- Quantifying the evolution of static elastic properties as crystalline rock approaches failure (2008, methodology): “Lau and Chandler [17] have also highlighted the use of elastic properties in the design of deep geologic repositories.”
- Thermal Influence on Mechanical Properties of Granite: A Microcracking Perspective (2016, methodology): “Lac du Bonnet granite has been extensively modeled using the particle mechanics method (Hazzard and Young 2004; Potyondy and Cundall 2004; Wanne and Young 2008), and the thermal–mechanical behavior of Lac du Bonnet granite was investigated by laboratory tests (Jaeger et al. 2007; Lau and Chandler 20”
- A Comparative Evaluation of Stress–Strain and Acoustic Emission Methods for Quantitative Damage Assessments of Brittle Rock (2015, background): “Various studies have attempted to correlate the degree of damage to the change of the inelastic volumetric strain (Lajtai and Bielus 1986; Eberhardt et al. 1998; Lau and Chandler 2004; Hidalgo and Nordlund 2013).”
- A bonded-particle model for rock (2004, methodology): “The stress-corrosion model was calibrated to match the static-fatigue behavior of the granite [76].”