 |
|
| STABILITY ANALYSIS AND MODELLING OF UNDERGROUND EXCAVATIONS IN FRACTURED ROCKS, 1
| |
| | |
|
|
To order this title, and for more information, click here
By
Jian Zhao
Weishen Zhu
Included in series
Geo-Engineering Book Series,
Description
* Provides practical solutions to the challenge of modeling and analyzing rock masses
* Consolidates a wealth of previously published
technical papers on the subject and introduces previously unseen material
This authoritative title is a key reference for any Geo-engineer.
Rock masses differ considerably from man-made materials, and their properties can vary with location, direction and time. As a result
there is a critical need to capture these variations via modeling and analysis.
Zhu and Zhao provide an expert introduction to the
techniques and analytical methods needed for studying underground excavations in fractured rock masses. The book brings together previously
published and new material to provide a comprehensive and up-to-date reference.
Contents
Introduction, Physical Modeling of Jointed Rock Masses, Numerical Modeling of Jointed Rock Masses, Sensitivity Analysis of Rock Mass Parameters,
Stability Analysis of Rheologic Rock Masses, Back Analysis and Observational Methods, Construction Mechanics and Optimization of Excavation
Schemes, Reinforcement Mechanism of Rockbolts
| Bibliographic details |
308 pages, publication date: DEC-2003
ISBN-13: 978-0-08-043012-6
ISBN-10: 0-08-043012-0
Imprint: ELSEVIER
|
| Price and Ordering |
Price:
GBP 102.99
USD 170
EUR 121.95
EUR 260
|  |
Books and book related electronic products are priced in US dollars (USD), euro (EUR), and Great Britain Pounds (GBP). USD prices apply to the Americas and Asia Pacific. EUR prices apply in Europe and the Middle East. GBP prices apply to the UK and all other countries.
|
See also information about conditions of sale & ordering procedures, and links to our regional sales offices.
|
999/999
Last update: 4 Sep 2009
|
|
| |
| | |
|
|
| |
Home | Elsevier Sites | Privacy Policy | Terms and Conditions | Feedback | Site Map | A Reed Elsevier Company