Modeling of creep in rock materials in terms of material degradation
By Jianfu Shao, Qizhi Zhu, K. Su. 2003
235 citations recorded by the source corpus.
Subfields: Management, Monitoring, Policy and Law, Mechanics of Materials, Safety, Risk, Reliability and Quality
View Paper: https://www.semanticscholar.org/paper/c915fff51dc8e6b05980ceec30ab689b9a8be94b
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In Management, Monitoring, Policy and Law
In Mechanics of Materials
In Safety, Risk, Reliability and Quality
Citations in the corpus
- A nonlinear creep damage model for salt rock (2018, background): “Shao et al. (2003) established a rheological model for rock behavior by considering the deterioration of elastic modulus and strength resulting from microstructural evolution, which can describe the plastic deformation, damage, volumetric dilatation, and creep phenomena.”
- Creep Behavior of Intact and Cracked Limestone Under Multi-Level Loading and Unloading Cycles (2017, background): “Creep is an important, time-dependent mechanical behavior of rock and needs to be considered in evaluating the long-term stability and safety of rock engineering projects, such as tunnels, slopes, dams, and caverns (Feng et al. 2003; Miura et al. 2003; Shao et al. 2003; Shalabi 2005; Sterpi and Giod”
- Time-Dependent Behavior of Diabase and a Nonlinear Creep Model (2014, background): “Many researchers have conducted extensive research on creep behavior (Shao et al. 2003; Fabre and Pellet 2006; Sun 2007).”