Cargando…
Rockbolting : principles and applications /
This volume brings current theoretical and practical developments in the most widely used support device for underground rock excavations.
| Clasificación: | Libro Electrónico |
|---|---|
| Autor principal: | |
| Formato: | Electrónico eBook |
| Idioma: | Inglés |
| Publicado: |
Kidlington, Oxford, United Kingdom :
Butterworth-Heinemann is an imprint of Elsevier,
2017.
|
| Temas: | |
| Acceso en línea: | Texto completo |
MARC
| LEADER | 00000cam a2200000Ii 4500 | ||
|---|---|---|---|
| 001 | SCIDIR_ocn988028924 | ||
| 003 | OCoLC | ||
| 005 | 20231120112234.0 | ||
| 006 | m o d | ||
| 007 | cr cnu|||unuuu | ||
| 008 | 170525s2017 enk o 001 0 eng d | ||
| 010 | |a 2017942511 | ||
| 040 | |a N$T |b eng |e rda |e pn |c N$T |d OPELS |d EBLCP |d N$T |d COO |d IDEBK |d YDX |d OCLCF |d OCLCQ |d OTZ |d UAB |d STF |d D6H |d KNOVL |d ABC |d OCLCO |d U3W |d WYU |d LVT |d LQU |d OCLCQ |d UKMGB |d OCLCQ |d S2H |d VT2 |d OCLCO |d OCLCQ |d SFB |d OCLCQ |d OCLCO | ||
| 015 | |a GBB783963 |2 bnb | ||
| 015 | |a GBB782339 |2 bnb | ||
| 016 | 7 | |a 018345023 |2 Uk | |
| 016 | 7 | |a 018343395 |2 Uk | |
| 019 | |a 1105172806 |a 1105565939 |a 1235831388 | ||
| 020 | |a 9780128499009 |q (electronic bk.) | ||
| 020 | |a 0128499001 |q (electronic bk.) | ||
| 020 | |a 0128044012 | ||
| 020 | |a 9780128044018 | ||
| 020 | |z 9780128044018 |q (print) | ||
| 020 | |z 0128044012 |q (Trade Paper) | ||
| 024 | 3 | |a 9780128044018 | |
| 035 | |a (OCoLC)988028924 |z (OCoLC)1105172806 |z (OCoLC)1105565939 |z (OCoLC)1235831388 | ||
| 050 | 4 | |a TA772 | |
| 072 | 7 | |a TEC |x 009020 |2 bisacsh | |
| 082 | 0 | 4 | |a 624.1/5 |2 23 |
| 100 | 1 | |a Li, Charlie Chunlin, |e author. | |
| 245 | 1 | 0 | |a Rockbolting : |b principles and applications / |c Charlie Chunlin Li. |
| 264 | 1 | |a Kidlington, Oxford, United Kingdom : |b Butterworth-Heinemann is an imprint of Elsevier, |c 2017. | |
| 300 | |a 1 online resource | ||
| 336 | |a text |b txt |2 rdacontent | ||
| 337 | |a computer |b c |2 rdamedia | ||
| 338 | |a online resource |b cr |2 rdacarrier | ||
| 500 | |a Includes index. | ||
| 588 | 0 | |a Online resource; title from PDF title page (ScienceDirect, viewed June 2, 2017). | |
| 505 | 0 | |a Front Cover; Rockbolting: Principles and Applications; Copyright; Dedication; Contents; Preface; Biography; Chapter One: Introduction; Reference; Chapter Two: Typical Rockbolts; 2.1. Introduction; 2.2. Mechanical Rockbolt; 2.2.1. Expansion Shell Rockbolt; 2.2.2. Slot-and-Wedge Rockbolt; 2.3. Grouted Rockbolt; 2.3.1. Fully Grouted Rebar Bolt; 2.3.2. Fully Grouted Threadbar; 2.3.3. End-Grouted Bolt; 2.3.4. Fully Grouted Slot-and-Wedge Rockbolt; 2.4. Self-Drilling Rockbolt; 2.5. Cablebolt; 2.6. Frictional Rockbolt; 2.6.1. Split Set; 2.6.2. Inflatable Rockbolt; 2.7. Combined Rockbolt | |
| 505 | 8 | |a 2.8. Energy-Absorbing Yield Rockbolt2.8.1. Cone Bolt; 2.8.2. D-Bolt; 2.8.3. Garford Solid Bolt; 2.8.4. Yield-Lok; 2.8.5. Durabar; 2.8.6. Roofex; 2.8.7. He Bolt; 2.9. Accessories to Rockbolt; 2.9.1. Plates; 2.9.2. Nuts; 2.9.3. Washers; References; Chapter Three: Performance of Rockbolts; 3.1. Testing Methods; 3.1.1. Laboratory Static Testing; 3.1.2. Laboratory Dynamic Testing; 3.2. Static Performance of Conventional Rockbolts; 3.2.1. Under Axial Pull or Lateral Shear; Mechanical Rockbolts; Fully-Grouted Rebar Bolts; Split Set; Twin Strand Cablebolts; Fiberglass Rockbolts; Summary | |
| 505 | 8 | |a 3.2.2. Under Both Axial Pull and Lateral Shear3.3. Performance of Energy-Absorbing Rockbolts; 3.3.1. Cone Bolt; 3.3.2. D-Bolt; 3.3.3. Garford Bolt; 3.3.4. Yield-Lok; 3.3.5. Durabar; 3.3.6. Roofex Bolt; 3.3.7. He Bolt; 3.4. Field Observations; References; Chapter Four: Mechanics of Rockbolting; 4.1. Types of Rockbolts; 4.2. Rockbolt Models; 4.2.1. Two-Point Anchored Rockbolts; 4.2.2. Fully Encapsulated Rockbolts; 4.2.3. Frictional Rockbolts; 4.2.4. Energy-Absorbing Rockbolts; 4.3. Interaction of Rockbolts With Rock; 4.3.1. Lang's Physical Model; 4.3.2. Loading Patterns In Situ | |
| 505 | 8 | |a 4.3.3. Fully Encapsulated Rockbolts4.3.4. D-Bolt; 4.3.5. Inflatable Rockbolts; The Primary Contact Stress; The Secondary Contact Stress; The Borehole Pressure pi; Anchoring Mechanisms in Soft and Hard Rock; 4.4. Interaction of Rockbolts With Other Types of Support Devices; 4.5. Principles of Rock Support; 4.5.1. Ground Response Curve (GRC) and Support Characteristic Curve (SCC); 4.5.2. Construction of GRC; 4.5.3. SCC of Rockbolts; The Stiffness of Two-Point Anchored Rockbolts; The Stiffness of Fully Encapsulated Rebar Bolts; The Stiffness of Frictional Rockbolts | |
| 505 | 8 | |a The Stiffness of Energy-Absorbing RockboltsReferences; Further Reading; Chapter Five: Rockbolting Design; 5.1. Failure Modes of Rockmasses In Situ; 5.1.1. Block Fall Under Gravity; 5.1.2. Shear Failure in Soft and Weak Rock; 5.1.3. Extension Failure in Hard Rock; 5.1.4. Rockburst; 5.2. Loading Conditions Underground and Suitable Rockbolt Types; 5.2.1. In Low Stress Rockmasses; 5.2.2. In High Stress Rockmasses; 5.2.3. Suitable Rockbolt Types; 5.3. Design Principles; 5.3.1. Natural Pressure Arch; 5.3.2. Design Methodology; Australian Methodology; Canadian and Scandinavian Methodology | |
| 520 | 8 | |a This volume brings current theoretical and practical developments in the most widely used support device for underground rock excavations. | |
| 504 | |a Includes bibliographical references and index. | ||
| 650 | 0 | |a Rock bolts. | |
| 650 | 6 | |a Boulons d'ancrage. |0 (CaQQLa)201-0096681 | |
| 650 | 7 | |a TECHNOLOGY & ENGINEERING |x Civil |x General. |2 bisacsh | |
| 650 | 7 | |a Rock bolts |2 fast |0 (OCoLC)fst01099132 | |
| 776 | 0 | 8 | |i Print version : |z 9780128044018 |
| 856 | 4 | 0 | |u https://sciencedirect.uam.elogim.com/science/book/9780128044018 |z Texto completo |