Advances in Rock-Support and Geotechnical Engineering
Auteurs : Wang Shuren, Hagan Paul C, Cao Chen
Advances in Rock-Support and Geotechnical Engineering brings together the latest research results regarding the theory of rock mechanics, its analytical methods and innovative technologies, and its applications in practical engineering. This book is divided into six sections, rock tests, rock bolting, grouted anchor, tunneling engineering, slope engineering, and mining engineering.
Coverage includes fracture hinged arching process and instability characteristics of rock plates, failure modes of rock bolting, scale effects, and loading transfer mechanism of the grouted anchor. Also covered are recent innovations and applications in tunneling engineering, slope engineering, and mining engineering.
This book provides innovative, practical, and rich content that can be used as a valuable reference for researchers undertaking tunneling engineering, slope engineering, mining engineering, and rock mechanics, and for onsite technical personnel and teachers and students studying the topics in related universities.
Chapter 1. Rock Testing
Chapter 2. Rockbolting
Chapter 3. Grouted Cable
Chapter 4. Tunnel Engineering
Chapter 5. Slope Engineering
Chapter 6. Mining Geomechanics
researchers engaging in the tunneling engineering, slope engineering, mining engineering and rock mechanics; teachers and graduated students in the related universities; as well as on-site technical persons wishing to create a foundation for understanding these topics, refresh their knowledge, or expand their expertise, in this area.
His principal research interests lie in mine geotechnical engineering and other areas in mining engineering. He has over 30 years’ experience within the mining industry and university sectors. Prior to his appointment to UNSW in 1998, he worked locally and internationally in the coal, gold and iron ore sectors in a range of operational, management, technical and research roles. He has been the principal research investigator leading projects in the rock-cutting research facility. The research has made significant advances in the application of acoustic emissions in monitoring and control of rock cutting machines and in the determination of controlling factors associated with abrasivity testing of rock. He has authored 80 peer-reviewed papers, 110 project reports and 3 patents.
After he graduated from Xi'an Jiaotong University in China and obtained a Bachelor degree of Science, He worked in computer engineering and had nine years experiences in the field of construction and management. He obtained the honour Bachelor of engineering in 2009 and received his Ph.D. degree for his Distinguished Award of PhD thesis at the University of Wollongong in 2013. He mainly engaged in rock me
- Enriches new theories on failure modes of rock plates, rock bolting mechanisms, and anchor loading transfer
- Develops new methods of evaluating the stability of slope engineering and the roof stability of the mined-out areas
- Includes fracture hinged arching process and instability characteristics of rock plates, failure modes of rock bolting, scale effects, and loading transfer mechanism of the grouted anchor
Date de parution : 08-2016
Ouvrage de 422 p.
19x23.3 cm
Thème d’Advances in Rock-Support and Geotechnical Engineering :
Mots-clés :
3D deformation effect; Accumulated damage; Acoustic emission; Analytical solution; Asymmetric tunnels; Cable/grout interface; Dynamic loading; Embedment length; Fluid�solid coupling; Fractal dimension; Fully grouted cable; Grout strength; Grout/rock interface; Hydraulic tunnel; Instability; Key strata; Landslide; Load transfer mechanics; Load transfer; Mined-out areas; Mining field; Poisson's ratio effect; Pressure-arch; Reinforced concrete; Reliability analysis; Resin improvement; Roadway; Rock plate; Rock-arch; Rockbolting; Roof; Safety; Shear slippage; Slip face angle; Slope engineering; Soft rock tunnel; Specific energy; Stratified rock; Surface-underground combined mining; Tailings dam; Thick plate; Viscoelastic property