Porous rock fracture mechanics : with application to hydraulic fracturing, drilling and structural engineering
Saved in:
| Other Authors: | , |
|---|---|
| Format: | eBook |
| Language: | English |
| Published: |
Cambridge, MA :
Woodhead Publishing is an imprint of Elsevier,
2017.
|
| Series: | Woodhead Publishing series in civil and structural engineering.
|
| Subjects: | |
| ISBN: | 9780081007822 0081007825 9780081007815 0081007817 |
| Physical Description: | 1 online resource |
Cover
Table of contents
| LEADER | 04788cam a2200457 i 4500 | ||
|---|---|---|---|
| 001 | kn-ocn986538760 | ||
| 003 | OCoLC | ||
| 005 | 20240717213016.0 | ||
| 006 | m o d | ||
| 007 | cr cn||||||||| | ||
| 008 | 170510s2017 mau o 001 0 eng d | ||
| 040 | |a N$T |b eng |e rda |e pn |c N$T |d EBLCP |d OPELS |d YDX |d IDEBK |d N$T |d OCLCF |d MERER |d OCLCQ |d OTZ |d COD |d UAB |d STF |d D6H |d KNOVL |d DKU |d U3W |d LVT |d OCLCQ |d S2H |d OCLCO |d OCLCQ |d SFB |d OCLCQ |d OCLCO |d OCLCL |d OCLCQ |d SXB |d OCLCQ | ||
| 020 | |a 9780081007822 |q (electronic bk.) | ||
| 020 | |a 0081007825 |q (electronic bk.) | ||
| 020 | |z 9780081007815 |q (print) | ||
| 020 | |z 0081007817 | ||
| 035 | |a (OCoLC)986538760 |z (OCoLC)986624057 |z (OCoLC)986882965 |z (OCoLC)1229353040 | ||
| 245 | 0 | 0 | |a Porous rock fracture mechanics : |b with application to hydraulic fracturing, drilling and structural engineering / |c edited by Amir K. Shojaei, Jianfu Shao. |
| 264 | 1 | |a Cambridge, MA : |b Woodhead Publishing is an imprint of Elsevier, |c 2017. | |
| 300 | |a 1 online resource | ||
| 336 | |a text |b txt |2 rdacontent | ||
| 337 | |a computer |b c |2 rdamedia | ||
| 338 | |a online resource |b cr |2 rdacarrier | ||
| 490 | 1 | |a Woodhead Publishing series in civil and structural engineering | |
| 505 | 0 | |a Front Cover; Porous Rock Fracture Mechanics; Copyright Page; Dedication; Contents; List of contributors; Preface; Introduction; Rocks fracture mechanics; Scale effects on fracture behavior; Effect of tensile and compressive stress fields on rocks' fracture mechanics; Rock fracture mechanisms and fluid effects; Environmental effects; Time effect on rocks' failure behavior; I. Introduction; 1 Application of rock failure simulation in design optimization of the hydraulic fracturing; 1.1 Introduction; 1.2 Reservoir stimulation by hydraulic fracturing of horizontal wells | |
| 505 | 8 | |a 1.3 Hydraulic fracturing conceptual models1.3.1 Rock failure and the stimulated volume; 1.4 Mechanical interactions of multiple hydraulic fractures; 1.4.1 Some insights on hydraulic fracture spacing optimization using numerical simulations; 1.4.2 The role of rock fabric and structure; 1.4.2.1 Role of rock anisotropy; 1.4.2.2 Influence of natural fractures on hydraulic fractures; 1.4.3 The importance of 3D effects; 1.5 Conclusions; References; II. Coupled Fluid Structural Deformation and Fracture Mechanisms in Porous | |
| 505 | 8 | |a 2 Anisotropic poroplasticity in saturated porous media, effect of confining pressure, and elevated temperature2.1 Introduction; 2.2 General framework of poroplastic modeling; 2.2.1 Effective stress concept in poroplasticity; 2.3 Experimental investigation on a typical porous rock; 2.4 Anisotropic plastic behavior of rocks; 2.5 Effects of temperature on anisotropic rocks; 2.6 Conclusions; References; 3 Coupling in hydraulic fracturing simulation; 3.1 Introduction: fluid-driven fracture propagation in rocks; 3.2 Coupling in reservoir geomechanics; 3.3 Fracture-matrix fluid exchange ("leakoff") | |
| 505 | 8 | |a 3.4 Coupling fluid and solid3.5 Coupling proppant transport and placement; 3.6 Thermal coupling; 3.7 Coupling in acid fracturing; 3.8 Conclusion; References; 4 Stress-induced permeability evolutions and erosion damage of porous rocks; 4.1 Introduction; 4.2 Laboratory tests; 4.2.1 Steady and transient permeability tests of sandstone under triaxial compression; 4.2.1.1 Steady permeability tests; 4.2.1.2 Transient pulse tests; 4.2.2 Hydro-mechanical-chemical coupling behavior of sandstone; 4.2.2.1 Creep tests with injection of CO2 alone and CO2-brine solution | |
| 505 | 8 | |a Creep tests with injection of CO2 aloneCreep tests with injection of CO2-brine; 4.2.2.2 Indentation tests on samples after CO2-brine-rock reaction; 4.3 Numerical simulations of hydro-mechanical-chemical coupling behavior; 4.3.1 General framework; 4.3.2 Special model for sandstone; 4.3.2.1 Mechanical modeling; 4.3.2.2 Mass-transfer modeling; 4.3.2.3 Porosity evolution and chemical damage; 4.3.2.4 Poromechanical modeling; 4.3.3 Numerical application; 4.3.3.1 Simulation of chemical dissolution process; 4.3.3.2 Simulation of mechanical behavior | |
| 500 | |a Includes index. | ||
| 506 | |a Plný text je dostupný pouze z IP adres počítačů Univerzity Tomáše Bati ve Zlíně nebo vzdáleným přístupem pro zaměstnance a studenty | ||
| 590 | |a Knovel |b Knovel (All titles) | ||
| 650 | 0 | |a Rock mechanics. | |
| 650 | 0 | |a Fracture mechanics. | |
| 650 | 0 | |a Porous materials. | |
| 655 | 7 | |a elektronické knihy |7 fd186907 |2 czenas | |
| 655 | 9 | |a electronic books |2 eczenas | |
| 700 | 1 | |a Shojaei, Amir, |e editor. | |
| 700 | 1 | |a Shao, Jianfu, |e editor. | |
| 830 | 0 | |a Woodhead Publishing series in civil and structural engineering. | |
| 856 | 4 | 0 | |u https://proxy.k.utb.cz/login?url=https://app.knovel.com/hotlink/toc/id:kpPRFMWAH1/porous-rock-fracture?kpromoter=marc |y Full text |
Save to List
Cite this
Export Record
Email this