Scale-Size and Structural Effects of Rock Materials: Woodhead Publishing Series in Civil and Structural Engineering
Autor Shuren Wang, Hossein Masoumi, Joung Oh, Sheng Zhangen Limba Engleză Paperback – 23 ian 2020
The title is innovative, practical and content-rich. It will be useful to mining and geotechnical engineers researching the scale-size and structural effects of rock materials, including test methods, innovative technologies and applications in indoor testing, rock mechanics, and engineering, and to those on-site technical specialists who need a reliable and up to date reference.
- Presents the latest theory and research on the scale, size and structure of rock materials
- Develops new methods for evaluating the scale-size dependency and structural effects of rock and rock-like materials
- Describes new technologies in mining engineering, tunneling engineering and slope engineering
- Provides an account of size-dependent failure criterion, including multiaxial and Hoek-Brown
- Gives practical and theoretical insights based on extensive experience on Australian and Chinese geotechnical projects
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Specificații
ISBN-13: 9780128200315
ISBN-10: 0128200316
Pagini: 666
Ilustrații: Approx. 435 illustrations
Dimensiuni: 152 x 229 x 29 mm
Greutate: 0.88 kg
Editura: ELSEVIER SCIENCE
Seria Woodhead Publishing Series in Civil and Structural Engineering
ISBN-10: 0128200316
Pagini: 666
Ilustrații: Approx. 435 illustrations
Dimensiuni: 152 x 229 x 29 mm
Greutate: 0.88 kg
Editura: ELSEVIER SCIENCE
Seria Woodhead Publishing Series in Civil and Structural Engineering
Public țintă
Researchers in the domain of rock mechanics and rock engineering related to mining engineering, tunneling engineering, petroleum engineering, etc. including professors, graduate students, and research engineersCuprins
1. Size Effect Law for Intact Rock2. Length to Diameter Ratio on Point Load Strength Index 3. Plasticity Model for Size Dependent Behaviour4. Scale-Size Dependency of Intact Rock5. Scale Effect Into Multiaxial Failure Criterion6. Size-Dependent Hoek-Brown Failure Criterion