Stability analysis and modelling of underground excavations in fractured rocks
* 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 conside...
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Main Author: | |
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Other Authors: | |
Format: | eBook |
Language: | English |
Published: |
Amsterdam ; Boston :
Elsevier,
©2004.
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Series: | Elsevier geo-engineering book series ;
v. 1. |
Subjects: | |
ISBN: | 0080430120 9780080430126 9780080541631 0080541631 |
Physical Description: | 1 online resource (xvii, 289 pages) : illustrations : digital, HTML and PDF files |
LEADER | 03735cam a2200457 a 4500 | ||
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001 | kn-ocn182856953 | ||
003 | OCoLC | ||
005 | 20240717213016.0 | ||
006 | m o d | ||
007 | cr cn||||||||| | ||
008 | 071206s2004 ne a ob 001 0 eng d | ||
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020 | |a 0080430120 |q (print) | ||
020 | |a 9780080430126 |q (print) | ||
020 | |a 9780080541631 |q (electronic book) | ||
020 | |a 0080541631 |q (electronic book) | ||
035 | |a (OCoLC)182856953 |z (OCoLC)162565827 |z (OCoLC)174131324 |z (OCoLC)175306143 |z (OCoLC)441798772 |z (OCoLC)647655961 |z (OCoLC)1035652570 |z (OCoLC)1058001431 | ||
100 | 1 | |a Zhu, Weishen. | |
245 | 1 | 0 | |a Stability analysis and modelling of underground excavations in fractured rocks / |c Weishen Zhu, Jian Zhao. |
260 | |a Amsterdam ; |a Boston : |b Elsevier, |c ©2004. | ||
300 | |a 1 online resource (xvii, 289 pages) : |b illustrations : digital, HTML and PDF files | ||
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 Elsevier geo-engineering book series ; |v v. 1 | |
504 | |a Includes bibliographical references (pages 263-286) and index. | ||
505 | 0 | |a 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. | |
506 | |a Plný text je dostupný pouze z IP adres počítačů Univerzity Tomáše Bati ve Zlíně nebo vzdáleným přístupem pro zaměstnance a studenty | ||
520 | |a * 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. * 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. | ||
590 | |a Knovel |b Knovel (All titles) | ||
650 | 0 | |a Rock excavation. | |
650 | 0 | |a Rocks |x Fracture. | |
650 | 0 | |a Rock excavation |x Stability. | |
650 | 0 | |a Rock excavation |x Mathematical models. | |
650 | 0 | |a Underground construction industry |x Stability. | |
655 | 7 | |a elektronické knihy |7 fd186907 |2 czenas | |
655 | 9 | |a electronic books |2 eczenas | |
700 | 1 | |a Zhao, Jian, |d 1960- |1 https://id.oclc.org/worldcat/entity/E39PCjtK9jxwPGDTtTJGfFWKv3 | |
776 | 0 | 8 | |i Print version: |a Zhu, Weishen. |t Stability analysis and modelling of underground excavations in fractured rocks. |d Amsterdam ; Boston : Elsevier, ©2004 |z 0080430120 |w (OCoLC)54024132 |
830 | 0 | |a Elsevier geo-engineering book series ; |v v. 1. | |
856 | 4 | 0 | |u https://proxy.k.utb.cz/login?url=https://app.knovel.com/hotlink/toc/id:kpSAMUEFR2/stability-analysis-and?kpromoter=marc |y Full text |