Engineering properties of rocks
Saved in:
Main Author: | |
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Format: | eBook |
Language: | English |
Published: |
Oxford, United Kingdom :
Butterworth-Heinemann,
2016, ©2017.
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Edition: | 2nd ed. |
Series: | Elsevier geo-engineering book series ;
v. 4. |
Subjects: | |
ISBN: | 9780128028766 0128028769 9780128028339 |
Physical Description: | 1 online resource (396 pages) |
LEADER | 04809cam a2200457 i 4500 | ||
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001 | kn-ocn958565862 | ||
003 | OCoLC | ||
005 | 20240717213016.0 | ||
006 | m o d | ||
007 | cr cn||||||||| | ||
008 | 160917t20162017enk o 001 0 eng d | ||
040 | |a EBLCP |b eng |e pn |c EBLCP |d OPELS |d OCLCQ |d OCLCF |d KNOVL |d CNO |d TEFOD |d IDB |d STF |d MERER |d OCLCQ |d N$T |d U3W |d MERUC |d D6H |d OCLCQ |d S2H |d OCLCO |d OCLCQ |d OCLCO |d OCLCL |d SXB |d OCLCQ |d OCLCO | ||
020 | |a 9780128028766 |q (electronic bk.) | ||
020 | |a 0128028769 |q (electronic bk.) | ||
020 | |z 9780128028339 | ||
035 | |a (OCoLC)958565862 | ||
100 | 1 | |a Zhang, Lianyang. |1 https://id.oclc.org/worldcat/entity/E39PCjFckD9MMxmRmK8xXVJWCP | |
245 | 1 | 0 | |a Engineering properties of rocks / |c Lianyang Zhang. |
250 | |a 2nd ed. | ||
260 | |a Oxford, United Kingdom : |b Butterworth-Heinemann, |c 2016, ©2017. | ||
300 | |a 1 online resource (396 pages) | ||
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. 4 | |
505 | 0 | |a Front Cover; Engineering Properties of Rocks; Copyright; Contents; About the Author; Preface to the Second Edition; Series Preface to the First Edition; Preface to the First Edition; Chapter 1: Introduction; 1.1. Rock Engineering Problems; 1.2. Determination of Engineering Properties of Rocks; 1.3. Examples on Determining Engineering Properties of Rocks; 1.4. Rock Expert System for Evaluation of Rock Engineering Properties; 1.5. Content of the Book; References; Chapter 2: In Situ Stresses; 2.1. Introduction; 2.2. Strategy for Determining In Situ Rock Stresses; 2.3. World Stress Map (WSM). | |
505 | 8 | |a 2.4. Variation of In Situ Stresses With Depth2.4.1. Vertical Stress; 2.4.2. Horizontal Stresses; 2.5. Comments; References; Chapter 3: Intact Rock; 3.1. Introduction; 3.2. Classification of Intact Rocks; 3.2.1. Geological Classification; 3.2.1.1. Rock-Forming Minerals; 3.2.1.2. Elementary Rock Classification; 3.2.2. Engineering Classification; 3.3. Index Properties of Intact Rocks; 3.3.1. Porosity; 3.3.2. Density; 3.3.3. Wave Velocity; 3.3.4. Point Load Index; 3.3.5. Schmidt Hammer Rebound Number; 3.3.6. Slake Durability Index; 3.3.7. Cerchar Abrasivity Index (CAI). | |
505 | 8 | |a 3.3.8. Needle Penetration Index (NPI)3.3.9. Shore Sclerscope Hardness; 3.3.10. Cone Indenter Number; 3.3.11. Correlations Between Different Index Properties; 3.3.11.1. Density and porosity; 3.3.11.2. P-wave velocity and porosity; 3.3.11.3. P-wave velocity and density; 3.3.11.4. P-wave velocity and point load index; 3.3.11.5. P-wave velocity and Schmidt hammer rebound number; 3.3.11.6. P-wave velocity and NPI; 3.3.11.7. S-wave velocity and NPI; 3.3.11.8. Point load index and porosity; 3.3.11.9. Point load index and Schmidt hammer rebound number. | |
505 | 8 | |a 3.3.11.10. Schmidt hammer rebound number and porosity3.3.11.11. Schmidt hammer rebound number and density or unit weight; References; Chapter 4: Rock Discontinuities; 4.1. Introduction; 4.2. Types of Discontinuities; 4.3. Description of Discontinuities; 4.4. Discontinuity Orientation; 4.5. Discontinuity Intensity; 4.5.1. Discontinuity Spacing and Linear Frequency; 4.5.2. Rock Quality Designation (RQD); 4.5.3. Areal and Volumetric Frequency; 4.5.4. Block Size; 4.6. Discontinuity Persistence, Trace Length and Size; 4.6.1. Discontinuity Persistence; 4.6.2. Discontinuity Trace Length. | |
505 | 8 | |a 4.6.3. Discontinuity Shape4.6.4. Discontinuity Size; 4.7. Fracture Tensor; 4.8. Discontinuity Roughness; 4.9. Discontinuity Aperture; 4.10. Discontinuity Filling; References; Chapter 5: Rock Masses; 5.1. Introduction; 5.2. Classification of Rock Masses; 5.2.1. Rock Quality Designation (RQD); 5.2.2. Rock Mass Rating (RMR); 5.2.3. Q-System; 5.2.4. Rock Mass Index (RMi); 5.2.5. Geological Strength Index (GSI); 5.3. Correlations Between Different Classification Indices; 5.4. Classification of Weathering of Rock; References; Chapter 6: Deformability; 6.1. Introduction. | |
500 | |a 6.2. Deformability of Intact Rock. | ||
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 Rocks |x Testing. | |
655 | 7 | |a elektronické knihy |7 fd186907 |2 czenas | |
655 | 9 | |a electronic books |2 eczenas | |
776 | 0 | 8 | |i Print version: |a Zhang, Lianyang. |t Engineering Properties of Rocks. |d Saint Louis : Elsevier Science, ©2016 |z 9780128028339 |
830 | 0 | |a Elsevier geo-engineering book series ; |v v. 4. | |
856 | 4 | 0 | |u https://proxy.k.utb.cz/login?url=https://app.knovel.com/hotlink/toc/id:kpEPRE000A/engineering-properties-of?kpromoter=marc |y Full text |