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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  
Singapore : , : Springer Nature Singapore : , : Imprint : Springer, , 2022
Materiale a stampa
Lo trovi qui: Univ. Federico II
Opac: Controlla la disponibilità qui
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  
Basel, : MDPI - Multidisciplinary Digital Publishing Institute, 2022
Materiale a stampa
Lo trovi qui: Univ. Federico II
Opac: Controlla la disponibilità qui
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  
Berlin, Heidelberg : , : Springer Berlin Heidelberg : , : Imprint : Springer, , 2015
Materiale a stampa
Lo trovi qui: Univ. Federico II
Opac: Controlla la disponibilità qui