Principals of geomechanics of highly stressed rock and rock massifs
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- Type
- article
- Published
- 2018-11-01
- Cited by
- 15
- References
- 11
- OpenAlex
- https://openalex.org/W2888664010
- Semantic Scholar
- https://api.semanticscholar.org/CorpusID:115374136
Keywords
Geomechanics, Massif, Rock mechanics, Geology, Geotechnical engineering
References
- Quasi-static fault growth and shear fracture energy in granite
- Zonal disintegration of rocks around underground workings, Part 1: Data of in situ observations
- Zonal disintegration of surrounding rock mass around the diversion tunnels in Jinping II Hydropower Station, Southwestern China
- Non-classical solutions of a continuum model for rock descriptions
- Periodical zonal character of damage near the openings in highly-stressed rock mass conditions
- Modern Thermodynamics
- A THERMOMECHANICAL MODEL OF AN ELASTOPLASTIC MATERIAL WITH STRUCTURAL DEFECTS
Cited by
- Principles of the non-Euclidian model application to the problem of dissipative mesocracking structures of highly compressed rock and massifs modelling
- A simple gradient model for zonal disintegration of the surrounding rock around a deep circular tunnel
- Excavation unloading‐induced fracturing of hard rock containing different shapes of central holes affected by unloading rates and in situ stresses
- Data processing method for experimental studies of deformation in a rock sample under uniaxial compression
- Method of Reduction of Geodynamical Phenomena Catastrophical Effects on the Base of Multichannel Methods of the Precursors Finding
- About the base problems of the geomechanics of strong compressed rock and rock masses
- DYNAMIC FRACTURE OF GAS-BEARING COAL SEAM DURING ZONAL DISINTEGRATION
- Physical Mesomechanics Approach to Modeling the Earth’s Subsurface
- Principals of the Continue model of Geomedia Construction
- Incompatible Deformation Model of Rocks with Defects around a Thick-Walled Cylinder
- Theory and Numerical Simulation of Deep Rock Mass Based on a Non-Euclidean Model
- A Comparative Study of SSA-BPNN, SSA-ENN, and SSA-SVR Models for Predicting the Thickness of an Excavation Damaged Zone around the Roadway in Rock
- Development of Geomechanics of Highly Compressed Rocks and Rock Masses in Russia
- Non-Euclidean model of rock masses
- Modeling of hierarchically block geomedium with application to deep openings
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