Crack Coalescence in Molded Gypsum and Carrara Marble: Part 2—Microscopic Observations and Interpretation
By L. N. Wong, Herbert H. Einstein. 2008
319 citations recorded by the source corpus.
Subfields: Civil and Structural Engineering, Earth-Surface Processes, Mechanics of Materials
View Paper: https://www.semanticscholar.org/paper/1744373a7cbd750cccd26afff85597a891848697
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In Civil and Structural Engineering
In Earth-Surface Processes
In Mechanics of Materials
Citations in the corpus
- Experimental Investigation on the Fatigue Mechanical Properties of Intermittently Jointed Rock Models Under Cyclic Uniaxial Compression with Different Loading Parameters (2017, background): “2001; Sagong and Bobet 2002; Wong and Einstein 2009a, b, c); they first identified the nature of the coalescence cracks and proposed associated coalescence classification schemes.”
- Fracturing Behavior Study of Three-Flawed Specimens by Uniaxial Compression and 3D Digital Image Correlation: Sensitivity to Brittleness (2018, background): “1995; Wong 2008; Wong and Einstein 2009a, b; Wong et al.”
- Dynamic Mechanical Properties and Fracturing Behavior of Marble Specimens Containing Single and Double Flaws in SHPB Tests (2018, background): “White patches that are generated prior to the initiation of the macrocracks in marble specimens have been reported in many studies (Wong and Einstein 2009a, b, c; Lee and Jeon 2011; Zhang and Zhao 2013; Yin et al.”
- Loading rate effects on cracking behavior of flaw-contained specimens under uniaxial compression (2013, methodology): “2) and parameters (Table 2) are generally in accordance with those of our previous studies (Zhang and Wong 2012a,b), which are in turn comparable with those of the physical test for a rock-like material (gypsum) (Wong 2008; Wong and Einstein 2009a,b,c).”
- The 3D Numerical Simulation for the Propagation Process of Multiple Pre-existing Flaws in Rock-Like Materials Subjected to Biaxial Compressive Loads (2016, background): “…compression in 2D physical experimental works (Bobet and Einstein 1998a, b; Lee and Jeon 2011; Park and Bobet 2009, 2010; Sagong and Bobet 2002; Wong and Einstein 2009a, b; Wong et al. 2001; Zhou et al. 2014) and numerical studies (Zhou et al. 2015a, b; Bobet and Einstein 1998a, b; Liu et al.…”
- Double-phase-field formulation for mixed-mode fracture in rocks (2020, methodology): “4 compares the stress–strain curve from numerical simulation with the experimental data of Wong [49] provided by the author.”
- Dynamic Strength and Fracturing Behavior of Single-Flawed Prismatic Marble Specimens Under Impact Loading with a Split-Hopkinson Pressure Bar (2016, background): “This is inconsistent with the results of quasi-static compressive tests, in which tensile cracks were observed to form earlier than shear cracks (Park and Bobet 2010; Wong and Einstein 2009b; Yang and Jing 2011).”
- Cracking and Stress–Strain Behavior of Rock-Like Material Containing Two Flaws Under Uniaxial Compression (2016, background): “19b, c and 20b–d, which is in agreement with the observations by Wong and Einstein (2009c).”
- Detection of Cracking Levels in Brittle Rocks by Parametric Analysis of the Acoustic Emission Signals (2016, methodology): “In these studies, the determination of cracking levels and types (shear/tensile) was based on the identification of fractographical features and on high-speed images of the cracks (Bobet and Einstein 1998, Miller and Einstein 2008, Wong and Einstein 2009a and 2009b).”