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Engineering properties of rocks /

Detalles Bibliográficos
Clasificación:Libro Electrónico
Autor principal: Zhang, Lianyang
Formato: Electrónico eBook
Idioma:Inglés
Publicado: Oxford, United Kingdom : Butterworth-Heinemann, 2016, �2017.
Edición:2nd ed.
Colección:Elsevier geo-engineering book series ; v. 4.
Temas:
Acceso en línea:Texto completo

MARC

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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 
020 |a 9780128028766  |q (electronic bk.) 
020 |a 0128028769  |q (electronic bk.) 
020 |z 9780128028339 
035 |a (OCoLC)958565862 
050 4 |a TA706 
072 7 |a TEC  |x 009020  |2 bisacsh 
082 0 4 |a 624.1/5132 
100 1 |a Zhang, Lianyang. 
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. 
588 0 |a Print version record. 
650 0 |a Rock mechanics. 
650 0 |a Rocks  |x Testing. 
650 6 |a M�ecanique des roches.  |0 (CaQQLa)201-0009521 
650 6 |a Roches  |x Essais.  |0 (CaQQLa)201-0083580 
650 7 |a TECHNOLOGY & ENGINEERING  |x Civil  |x General.  |2 bisacsh 
650 7 |a Rock mechanics.  |2 fast  |0 (OCoLC)fst01099183 
650 7 |a Rocks  |x Testing.  |2 fast  |0 (OCoLC)fst01099454 
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://sciencedirect.uam.elogim.com/science/book/9780128028339  |z Texto completo