Mechanical Behavior and Damage Fracture Mechanism of Deep Rocks / / by Sheng-Qi Yang
| Mechanical Behavior and Damage Fracture Mechanism of Deep Rocks / / by Sheng-Qi Yang |
| Autore | Yang Sheng-Qi |
| Edizione | [1st ed. 2022.] |
| Pubbl/distr/stampa | Singapore : , : Springer Nature Singapore : , : Imprint : Springer, , 2022 |
| Descrizione fisica | 1 online resource (514 pages) |
| Disciplina | 551.84 |
| Collana | Earth and Environmental Science Series |
| Soggetto topico |
Geotechnical engineering
Mechanical engineering Geotechnical Engineering and Applied Earth Sciences Mechanical Engineering |
| ISBN |
981-16-7739-5
981-16-7738-7 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto | Chapter 1. Introduction -- Chapter 2. Strength and failure behavior of layered sandstone under uniaxial compression and Brazilian test -- Chapter 3. Strength, deformation and damage evolution behavior of red sandstone under triaxial compression -- Chapter 4. Mechanical damage characteristics of red sandstone under triaxial cyclic loading -- Chapter 5. Strength and deformation behavior of red sandstone under simple and complex loading paths -- Chapter 6. Mechanical and fracture behaviors of yellow sandstone under triaxial monotonic and cyclic loading -- Chapter 7. Triaxial strength and deformation failure behavior of coarse marble under six different loading paths -- Chapter 8. Deformation failure characteristics of crystalline marble under triaxial cyclic loading -- Chapter 9. Strength, deformation and fracture behavior of deeply-buried marble under different confining pressures -- Chapter 10. Mechanical behaviour and damage fracture mechanism of shale under Brazilian compression -- Chapter 11. Mechanical behavior and brittleness characteristics of Longmaxi formation shale under triaxial compression -- Chapter 12. Deformation and damage failure behaviour of mudstone under single-stage and multi-stage triaxial compression -- Chapter 13. Deformation, peak strength and crack damage behavior of hollow sandstone under conventional triaxial compression -- Chapter 14. Fracturing mechanism of compressed hollow-cylinder sandstone evaluated by X-ray micro-CT scanning -- Chapter 15. Fracture evolution mechanism of hollow sandstone by X-ray micro-CT observations and 3-D numerical simulations -- Chapter 16. Thermal damage and uniaxial mechanical behavior of granite after exposure to different high temperature treatments -- Chapter 17. Triaxial mechanical and permeability behavior of sandstone after exposure to different high temperature treatments -- Chapter 18. Effect of high temperature on the permeability evolution and failure response of granite under triaxial compression. |
| Record Nr. | UNINA-9910743387303321 |
Yang Sheng-Qi
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| Singapore : , : Springer Nature Singapore : , : Imprint : Springer, , 2022 | ||
| Lo trovi qui: Univ. Federico II | ||
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State of the Art Geo-Energy Technology in China
| State of the Art Geo-Energy Technology in China |
| Autore | Yang Sheng-Qi |
| Pubbl/distr/stampa | Basel, : MDPI - Multidisciplinary Digital Publishing Institute, 2022 |
| Descrizione fisica | 1 online resource (264 p.) |
| Soggetto topico | Research & information: general |
| Soggetto non controllato |
airflow reversal
anelasticity asymmetric failure biomarker conformance control control measures crack strain creep behavior cyclic steam stimulation deep chamber discrete element method Dongsha Waters in the northern South China Sea margin extreme gradient boost (XGBoost) trees fluid pressure fluid-structure interaction force chain network analysis frequency-division amplitude fusion gas outburst gas-liquid two-phase flow heavy oil reservoirs hydraulic fracture in situ conversion project infrared spectrum inlet pressure lattice Boltzmann method long-term permeability magma intrusion mechanical analysis Mesozoic hydrocarbon mine ventilation system modal analysis model mud volcano mudstone numerical simulation oil shale organic geochemistry orthogonal experiment outburst coal overpressure P-wave velocity dispersion and attenuation partial saturation patchy saturation peat accumulation regularity pipeline pre-existing cracks prediction model pressure primary coal pyrolysis process red sandstone sand production sedimentary facies evolution seismic sedimentology squirt flow stable crack propagation stress-strain curve structural parameters temperature thin sand bodies tubing ultrasonic measurements velocity velocity inversion water hammer wing crack XRD Yinggehai |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Record Nr. | UNINA-9910580208403321 |
Yang Sheng-Qi
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| Basel, : MDPI - Multidisciplinary Digital Publishing Institute, 2022 | ||
| Lo trovi qui: Univ. Federico II | ||
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Strength Failure and Crack Evolution Behavior of Rock Materials Containing Pre-existing Fissures / / by Sheng-Qi Yang
| Strength Failure and Crack Evolution Behavior of Rock Materials Containing Pre-existing Fissures / / by Sheng-Qi Yang |
| Autore | Yang Sheng-Qi |
| Edizione | [1st ed. 2015.] |
| Pubbl/distr/stampa | Berlin, Heidelberg : , : Springer Berlin Heidelberg : , : Imprint : Springer, , 2015 |
| Descrizione fisica | 1 online resource (258 p.) |
| Disciplina | 624.15132 |
| Collana | Springer Environmental Science and Engineering |
| Soggetto topico |
Geotechnical engineering
Civil engineering Geotechnical Engineering & Applied Earth Sciences Civil Engineering |
| ISBN | 3-662-47303-8 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto | Introduction -- Experimental investigation on strength failure and crack evolution behavior of brittle sandstone containing a single fissure -- Experimental investigation on crack evolution behavior of brittle sandstone containing two coplanar fissures in the process of deformation failure -- Experimental investigation on fracture evolution behavior of brittle sandstone containing three fissures -- Experimental investigation on fracture coalescence behavior of red sandstone containing two unparallel fissures -- Discrete element modeling on fracture coalescence behavior of red sandstone containing two unparallel fissures -- Fracture mechanical behavior of red sandstone containing a single fissure and two parallel fissures after exposure to different high temperature treatments -- Experimental investigation on strength and failure behavior of pre-cracked marble under conventional triaxial compression. |
| Record Nr. | UNINA-9910299426203321 |
Yang Sheng-Qi
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| Berlin, Heidelberg : , : Springer Berlin Heidelberg : , : Imprint : Springer, , 2015 | ||
| Lo trovi qui: Univ. Federico II | ||
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