2011 rapid excavation and tunneling conference [[electronic resource] ] : proceedings / / edited by Steve Redmond and Victor Romero |
Pubbl/distr/stampa | Englewood, Colo., : Society for Mining, Metallurgy, and Exploration, Inc., c2011 |
Descrizione fisica | 1 online resource (1609 p.) |
Disciplina | 624.1/93 |
Soggetto topico |
Tunneling
Excavation Underground construction |
Soggetto genere / forma | Electronic books. |
ISBN | 0-87335-344-7 |
Formato | Materiale a stampa |
Livello bibliografico | Monografia |
Lingua di pubblicazione | eng |
Nota di contenuto | pt. 1. Contracting practices and costs -- pt. 2. Design and planning -- pt. 3. Difficult ground -- pt. 4. Drill and blast -- pt. 5. Environment, health, and safety -- pt. 6. Future projects -- pt. 7. Geotechnical considerations -- pt. 8. Ground support and final lining -- pt. 9. Grouting and ground modification -- pt. 10. Hard rock TBMs -- pt. 11. Large span tunnels and caverns -- pt. 12. Microtunneling and trenchless tunneling -- pt. 13. New and innovative technologies -- pt. 14. Presssure face TBM case histories -- pt. 15. Presssure face TBM technology -- pt. 16. Risk management -- pt. 17. San Francisco Bay area projects -- pt. 18. SEM/NATM -- pt. 19. Shafts and mining -- pt. 20. Tunnel rehabilitation -- pt. 21. Water and gas control. |
Record Nr. | UNINA-9910461507903321 |
Englewood, Colo., : Society for Mining, Metallurgy, and Exploration, Inc., c2011 | ||
Materiale a stampa | ||
Lo trovi qui: Univ. Federico II | ||
|
2011 rapid excavation and tunneling conference [[electronic resource] ] : proceedings / / edited by Steve Redmond and Victor Romero |
Pubbl/distr/stampa | Englewood, Colo., : Society for Mining, Metallurgy, and Exploration, Inc., c2011 |
Descrizione fisica | 1 online resource (1609 p.) |
Disciplina | 624.1/93 |
Soggetto topico |
Tunneling
Excavation Underground construction |
ISBN | 0-87335-344-7 |
Formato | Materiale a stampa |
Livello bibliografico | Monografia |
Lingua di pubblicazione | eng |
Nota di contenuto | pt. 1. Contracting practices and costs -- pt. 2. Design and planning -- pt. 3. Difficult ground -- pt. 4. Drill and blast -- pt. 5. Environment, health, and safety -- pt. 6. Future projects -- pt. 7. Geotechnical considerations -- pt. 8. Ground support and final lining -- pt. 9. Grouting and ground modification -- pt. 10. Hard rock TBMs -- pt. 11. Large span tunnels and caverns -- pt. 12. Microtunneling and trenchless tunneling -- pt. 13. New and innovative technologies -- pt. 14. Presssure face TBM case histories -- pt. 15. Presssure face TBM technology -- pt. 16. Risk management -- pt. 17. San Francisco Bay area projects -- pt. 18. SEM/NATM -- pt. 19. Shafts and mining -- pt. 20. Tunnel rehabilitation -- pt. 21. Water and gas control. |
Record Nr. | UNINA-9910789688503321 |
Englewood, Colo., : Society for Mining, Metallurgy, and Exploration, Inc., c2011 | ||
Materiale a stampa | ||
Lo trovi qui: Univ. Federico II | ||
|
2011 rapid excavation and tunneling conference [[electronic resource] ] : proceedings / / edited by Steve Redmond and Victor Romero |
Pubbl/distr/stampa | Englewood, Colo., : Society for Mining, Metallurgy, and Exploration, Inc., c2011 |
Descrizione fisica | 1 online resource (1609 p.) |
Disciplina | 624.1/93 |
Soggetto topico |
Tunneling
Excavation Underground construction |
ISBN | 0-87335-344-7 |
Formato | Materiale a stampa |
Livello bibliografico | Monografia |
Lingua di pubblicazione | eng |
Nota di contenuto | pt. 1. Contracting practices and costs -- pt. 2. Design and planning -- pt. 3. Difficult ground -- pt. 4. Drill and blast -- pt. 5. Environment, health, and safety -- pt. 6. Future projects -- pt. 7. Geotechnical considerations -- pt. 8. Ground support and final lining -- pt. 9. Grouting and ground modification -- pt. 10. Hard rock TBMs -- pt. 11. Large span tunnels and caverns -- pt. 12. Microtunneling and trenchless tunneling -- pt. 13. New and innovative technologies -- pt. 14. Presssure face TBM case histories -- pt. 15. Presssure face TBM technology -- pt. 16. Risk management -- pt. 17. San Francisco Bay area projects -- pt. 18. SEM/NATM -- pt. 19. Shafts and mining -- pt. 20. Tunnel rehabilitation -- pt. 21. Water and gas control. |
Record Nr. | UNINA-9910824611203321 |
Englewood, Colo., : Society for Mining, Metallurgy, and Exploration, Inc., c2011 | ||
Materiale a stampa | ||
Lo trovi qui: Univ. Federico II | ||
|
Handbook on tunnels and underground works / edited by Emilio Bilotta ... [et al.] |
Pubbl/distr/stampa | Leiden, The Netherlands ; ; Boca Raton, FL : , : CRC Press/Balkema, , 2022 |
Descrizione fisica | XXIV,390 p. : ill. ; 25 cm |
Disciplina | 624.1/93 |
Soggetto non controllato |
Tunnels
Costruzione sotterranea |
ISBN | 9781032187723 |
Formato | Materiale a stampa |
Livello bibliografico | Monografia |
Lingua di pubblicazione | eng |
Nota di contenuto | volume 1.: Concept : basic principles of design |
Record Nr. | UNINA-9910549400503321 |
Leiden, The Netherlands ; ; Boca Raton, FL : , : CRC Press/Balkema, , 2022 | ||
Materiale a stampa | ||
Lo trovi qui: Univ. Federico II | ||
|
Microtunneling and horizontal drilling [[electronic resource] ] : French national project "microtunnels" recommendations / / FSTT, French Society for Trenchless Technology |
Pubbl/distr/stampa | London ; ; Newport Beach, CA, : ISTE, 2006 |
Descrizione fisica | 1 online resource (344 p.) |
Disciplina |
624.1/93
624.193 |
Collana | ISTE |
Soggetto topico |
Trenchless construction
Tunneling |
Soggetto genere / forma | Electronic books. |
ISBN |
1-280-51052-8
9786610510528 1-84704-450-6 0-470-61205-3 0-470-39438-2 1-61583-848-1 1-84704-550-2 |
Formato | Materiale a stampa |
Livello bibliografico | Monografia |
Lingua di pubblicazione | eng |
Nota di contenuto |
Microtunneling and Horizontal Drilling: French National Project "Microtunnels" Recommendations; Table of Contents; Preface; Introduction; PART I. MICROTUNNELING; Chapter 1. Introduction to Guidelines: Subject and Fields of Application; 1.1. General introduction of "trenchless technology"; 1.2. History and characteristics of microtunneling methods; 1.3. Purpose of the guidelines; Chapter 2. Techniques and Theory of Operation for the Installation of Pipes by Microtunneling; 2.1. General information; 2.2. Different functions of a boring machine; 2.2.1. Mechanized excavation of the soil
2.2.1.1. Blasting the soil2.2.1.2. Confinement of the face; 2.2.2. Discharge of excavated earth (or mucking); 2.2.2.1. Hydraulic mucking; 2.2.2.2. Mucking with a screw conveyor; 2.2.2.3. Pneumatic mucking; 2.2.3. Guidance and trajectory correction; 2.2.4. Installation of pipelines by jacking; 2.3. Various types of pipes; 2.3.1. Materials used; 2.3.2. Joints between pipes; 2.3.3. Resistance capacity of pipes; Chapter 3. Summary of Parameters Affecting Work at the Site; 3.1. Summary of parameters affecting the microtunneling; 3.1.1. Rate of penetration; 3.1.1.1. Duration for pipe jacking only 3.1.1.2. Total duration for the installation of a pipe in the ground3.1.2. Alignment deviations; 3.1.2.1. Human factors; 3.1.2.2. Technological factors; 3.1.2.3. Factors linked to the soil; 3.1.3. Frictional forces; 3.1.3.1. Principle of analysis for experimental data; 3.1.3.2. Effect of the overcut; 3.1.3.3. Impact of the downtimes; 3.1.3.4. Impact of lubrication; 3.1.3.5. Impact of misalignment; 3.1.3.6. Impact of granulometry; 3.1.4. Stresses at the head; 3.1.4.1. Presentation of general results; 3.1.4.2. Influence of blasting and mucking; 3.1.4.3. Influence of trajectory deviations 3.2. Description of the main hitches that can occur when constructing a microtunneling site3.2.1. Blocking of the machine; 3.2.1.1. Various boulders and obstacles; 3.2.1.2. Excessive friction; 3.2.1.3. Abrasiveness of the soil; 3.2.1.4. Sticking of clay; 3.2.2. Damaged pipes; 3.2.3. Surface disturbances; 3.2.3.1. Settlement caused by the annular space; 3.2.3.2. Instability of the face, poor balancing of the pressure at the face; 3.2.4. Excessive roll; Chapter 4. Guidelines for Investigations; 4.1. General approach of the investigations; 4.1.1. General objectives 4.1.2. Progress of the investigations4.1.3. Cost of investigations; 4.2. Data to be acquired; 4.2.1. Geological configuration of the site; 4.2.2. Hydrogeological conditions; 4.2.3. Geotechnical characteristics of the ground; 4.2.4. Cavities and artificial obstacles; 4.2.5. Environmental conditions; 4.3. Methodology and means of investigation; 4.3.1. Documentary survey; 4.3.2. Geophysical investigations; 4.3.2.1. Objectives; 4.3.2.2. Usefulness of different methods; 4.3.2.3. General guidelines; 4.3.3. In situ boreholes and geotechnical tests; 4.3.3.1. Objectives of boreholes 4.3.3.2. Layout of boreholes |
Record Nr. | UNINA-9910143310003321 |
London ; ; Newport Beach, CA, : ISTE, 2006 | ||
Materiale a stampa | ||
Lo trovi qui: Univ. Federico II | ||
|
Microtunneling and horizontal drilling [[electronic resource] ] : French national project "microtunnels" recommendations / / FSTT, French Society for Trenchless Technology |
Pubbl/distr/stampa | London ; ; Newport Beach, CA, : ISTE, 2006 |
Descrizione fisica | 1 online resource (344 p.) |
Disciplina |
624.1/93
624.193 |
Collana | ISTE |
Soggetto topico |
Trenchless construction
Tunneling |
ISBN |
1-280-51052-8
9786610510528 1-84704-450-6 0-470-61205-3 0-470-39438-2 1-61583-848-1 1-84704-550-2 |
Formato | Materiale a stampa |
Livello bibliografico | Monografia |
Lingua di pubblicazione | eng |
Nota di contenuto |
Microtunneling and Horizontal Drilling: French National Project "Microtunnels" Recommendations; Table of Contents; Preface; Introduction; PART I. MICROTUNNELING; Chapter 1. Introduction to Guidelines: Subject and Fields of Application; 1.1. General introduction of "trenchless technology"; 1.2. History and characteristics of microtunneling methods; 1.3. Purpose of the guidelines; Chapter 2. Techniques and Theory of Operation for the Installation of Pipes by Microtunneling; 2.1. General information; 2.2. Different functions of a boring machine; 2.2.1. Mechanized excavation of the soil
2.2.1.1. Blasting the soil2.2.1.2. Confinement of the face; 2.2.2. Discharge of excavated earth (or mucking); 2.2.2.1. Hydraulic mucking; 2.2.2.2. Mucking with a screw conveyor; 2.2.2.3. Pneumatic mucking; 2.2.3. Guidance and trajectory correction; 2.2.4. Installation of pipelines by jacking; 2.3. Various types of pipes; 2.3.1. Materials used; 2.3.2. Joints between pipes; 2.3.3. Resistance capacity of pipes; Chapter 3. Summary of Parameters Affecting Work at the Site; 3.1. Summary of parameters affecting the microtunneling; 3.1.1. Rate of penetration; 3.1.1.1. Duration for pipe jacking only 3.1.1.2. Total duration for the installation of a pipe in the ground3.1.2. Alignment deviations; 3.1.2.1. Human factors; 3.1.2.2. Technological factors; 3.1.2.3. Factors linked to the soil; 3.1.3. Frictional forces; 3.1.3.1. Principle of analysis for experimental data; 3.1.3.2. Effect of the overcut; 3.1.3.3. Impact of the downtimes; 3.1.3.4. Impact of lubrication; 3.1.3.5. Impact of misalignment; 3.1.3.6. Impact of granulometry; 3.1.4. Stresses at the head; 3.1.4.1. Presentation of general results; 3.1.4.2. Influence of blasting and mucking; 3.1.4.3. Influence of trajectory deviations 3.2. Description of the main hitches that can occur when constructing a microtunneling site3.2.1. Blocking of the machine; 3.2.1.1. Various boulders and obstacles; 3.2.1.2. Excessive friction; 3.2.1.3. Abrasiveness of the soil; 3.2.1.4. Sticking of clay; 3.2.2. Damaged pipes; 3.2.3. Surface disturbances; 3.2.3.1. Settlement caused by the annular space; 3.2.3.2. Instability of the face, poor balancing of the pressure at the face; 3.2.4. Excessive roll; Chapter 4. Guidelines for Investigations; 4.1. General approach of the investigations; 4.1.1. General objectives 4.1.2. Progress of the investigations4.1.3. Cost of investigations; 4.2. Data to be acquired; 4.2.1. Geological configuration of the site; 4.2.2. Hydrogeological conditions; 4.2.3. Geotechnical characteristics of the ground; 4.2.4. Cavities and artificial obstacles; 4.2.5. Environmental conditions; 4.3. Methodology and means of investigation; 4.3.1. Documentary survey; 4.3.2. Geophysical investigations; 4.3.2.1. Objectives; 4.3.2.2. Usefulness of different methods; 4.3.2.3. General guidelines; 4.3.3. In situ boreholes and geotechnical tests; 4.3.3.1. Objectives of boreholes 4.3.3.2. Layout of boreholes |
Record Nr. | UNISA-996217136903316 |
London ; ; Newport Beach, CA, : ISTE, 2006 | ||
Materiale a stampa | ||
Lo trovi qui: Univ. di Salerno | ||
|
Microtunneling and horizontal drilling [[electronic resource] ] : French national project "microtunnels" recommendations / / FSTT, French Society for Trenchless Technology |
Pubbl/distr/stampa | London ; ; Newport Beach, CA, : ISTE, 2006 |
Descrizione fisica | 1 online resource (344 p.) |
Disciplina |
624.1/93
624.193 |
Collana | ISTE |
Soggetto topico |
Trenchless construction
Tunneling |
ISBN |
1-280-51052-8
9786610510528 1-84704-450-6 0-470-61205-3 0-470-39438-2 1-61583-848-1 1-84704-550-2 |
Formato | Materiale a stampa |
Livello bibliografico | Monografia |
Lingua di pubblicazione | eng |
Nota di contenuto |
Microtunneling and Horizontal Drilling: French National Project "Microtunnels" Recommendations; Table of Contents; Preface; Introduction; PART I. MICROTUNNELING; Chapter 1. Introduction to Guidelines: Subject and Fields of Application; 1.1. General introduction of "trenchless technology"; 1.2. History and characteristics of microtunneling methods; 1.3. Purpose of the guidelines; Chapter 2. Techniques and Theory of Operation for the Installation of Pipes by Microtunneling; 2.1. General information; 2.2. Different functions of a boring machine; 2.2.1. Mechanized excavation of the soil
2.2.1.1. Blasting the soil2.2.1.2. Confinement of the face; 2.2.2. Discharge of excavated earth (or mucking); 2.2.2.1. Hydraulic mucking; 2.2.2.2. Mucking with a screw conveyor; 2.2.2.3. Pneumatic mucking; 2.2.3. Guidance and trajectory correction; 2.2.4. Installation of pipelines by jacking; 2.3. Various types of pipes; 2.3.1. Materials used; 2.3.2. Joints between pipes; 2.3.3. Resistance capacity of pipes; Chapter 3. Summary of Parameters Affecting Work at the Site; 3.1. Summary of parameters affecting the microtunneling; 3.1.1. Rate of penetration; 3.1.1.1. Duration for pipe jacking only 3.1.1.2. Total duration for the installation of a pipe in the ground3.1.2. Alignment deviations; 3.1.2.1. Human factors; 3.1.2.2. Technological factors; 3.1.2.3. Factors linked to the soil; 3.1.3. Frictional forces; 3.1.3.1. Principle of analysis for experimental data; 3.1.3.2. Effect of the overcut; 3.1.3.3. Impact of the downtimes; 3.1.3.4. Impact of lubrication; 3.1.3.5. Impact of misalignment; 3.1.3.6. Impact of granulometry; 3.1.4. Stresses at the head; 3.1.4.1. Presentation of general results; 3.1.4.2. Influence of blasting and mucking; 3.1.4.3. Influence of trajectory deviations 3.2. Description of the main hitches that can occur when constructing a microtunneling site3.2.1. Blocking of the machine; 3.2.1.1. Various boulders and obstacles; 3.2.1.2. Excessive friction; 3.2.1.3. Abrasiveness of the soil; 3.2.1.4. Sticking of clay; 3.2.2. Damaged pipes; 3.2.3. Surface disturbances; 3.2.3.1. Settlement caused by the annular space; 3.2.3.2. Instability of the face, poor balancing of the pressure at the face; 3.2.4. Excessive roll; Chapter 4. Guidelines for Investigations; 4.1. General approach of the investigations; 4.1.1. General objectives 4.1.2. Progress of the investigations4.1.3. Cost of investigations; 4.2. Data to be acquired; 4.2.1. Geological configuration of the site; 4.2.2. Hydrogeological conditions; 4.2.3. Geotechnical characteristics of the ground; 4.2.4. Cavities and artificial obstacles; 4.2.5. Environmental conditions; 4.3. Methodology and means of investigation; 4.3.1. Documentary survey; 4.3.2. Geophysical investigations; 4.3.2.1. Objectives; 4.3.2.2. Usefulness of different methods; 4.3.2.3. General guidelines; 4.3.3. In situ boreholes and geotechnical tests; 4.3.3.1. Objectives of boreholes 4.3.3.2. Layout of boreholes |
Record Nr. | UNINA-9910829927503321 |
London ; ; Newport Beach, CA, : ISTE, 2006 | ||
Materiale a stampa | ||
Lo trovi qui: Univ. Federico II | ||
|
Microtunneling and horizontal drilling : French national project "microtunnels" recommendations / / FSTT, French Society for Trenchless Technology |
Pubbl/distr/stampa | London ; ; Newport Beach, CA, : ISTE, 2006 |
Descrizione fisica | 1 online resource (344 p.) |
Disciplina | 624.1/93 |
Collana | ISTE |
Soggetto topico |
Trenchless construction
Tunneling |
ISBN |
1-280-51052-8
9786610510528 1-84704-450-6 0-470-61205-3 0-470-39438-2 1-61583-848-1 1-84704-550-2 |
Formato | Materiale a stampa |
Livello bibliografico | Monografia |
Lingua di pubblicazione | eng |
Nota di contenuto |
Microtunneling and Horizontal Drilling: French National Project "Microtunnels" Recommendations; Table of Contents; Preface; Introduction; PART I. MICROTUNNELING; Chapter 1. Introduction to Guidelines: Subject and Fields of Application; 1.1. General introduction of "trenchless technology"; 1.2. History and characteristics of microtunneling methods; 1.3. Purpose of the guidelines; Chapter 2. Techniques and Theory of Operation for the Installation of Pipes by Microtunneling; 2.1. General information; 2.2. Different functions of a boring machine; 2.2.1. Mechanized excavation of the soil
2.2.1.1. Blasting the soil2.2.1.2. Confinement of the face; 2.2.2. Discharge of excavated earth (or mucking); 2.2.2.1. Hydraulic mucking; 2.2.2.2. Mucking with a screw conveyor; 2.2.2.3. Pneumatic mucking; 2.2.3. Guidance and trajectory correction; 2.2.4. Installation of pipelines by jacking; 2.3. Various types of pipes; 2.3.1. Materials used; 2.3.2. Joints between pipes; 2.3.3. Resistance capacity of pipes; Chapter 3. Summary of Parameters Affecting Work at the Site; 3.1. Summary of parameters affecting the microtunneling; 3.1.1. Rate of penetration; 3.1.1.1. Duration for pipe jacking only 3.1.1.2. Total duration for the installation of a pipe in the ground3.1.2. Alignment deviations; 3.1.2.1. Human factors; 3.1.2.2. Technological factors; 3.1.2.3. Factors linked to the soil; 3.1.3. Frictional forces; 3.1.3.1. Principle of analysis for experimental data; 3.1.3.2. Effect of the overcut; 3.1.3.3. Impact of the downtimes; 3.1.3.4. Impact of lubrication; 3.1.3.5. Impact of misalignment; 3.1.3.6. Impact of granulometry; 3.1.4. Stresses at the head; 3.1.4.1. Presentation of general results; 3.1.4.2. Influence of blasting and mucking; 3.1.4.3. Influence of trajectory deviations 3.2. Description of the main hitches that can occur when constructing a microtunneling site3.2.1. Blocking of the machine; 3.2.1.1. Various boulders and obstacles; 3.2.1.2. Excessive friction; 3.2.1.3. Abrasiveness of the soil; 3.2.1.4. Sticking of clay; 3.2.2. Damaged pipes; 3.2.3. Surface disturbances; 3.2.3.1. Settlement caused by the annular space; 3.2.3.2. Instability of the face, poor balancing of the pressure at the face; 3.2.4. Excessive roll; Chapter 4. Guidelines for Investigations; 4.1. General approach of the investigations; 4.1.1. General objectives 4.1.2. Progress of the investigations4.1.3. Cost of investigations; 4.2. Data to be acquired; 4.2.1. Geological configuration of the site; 4.2.2. Hydrogeological conditions; 4.2.3. Geotechnical characteristics of the ground; 4.2.4. Cavities and artificial obstacles; 4.2.5. Environmental conditions; 4.3. Methodology and means of investigation; 4.3.1. Documentary survey; 4.3.2. Geophysical investigations; 4.3.2.1. Objectives; 4.3.2.2. Usefulness of different methods; 4.3.2.3. General guidelines; 4.3.3. In situ boreholes and geotechnical tests; 4.3.3.1. Objectives of boreholes 4.3.3.2. Layout of boreholes |
Record Nr. | UNINA-9910876511403321 |
London ; ; Newport Beach, CA, : ISTE, 2006 | ||
Materiale a stampa | ||
Lo trovi qui: Univ. Federico II | ||
|
Proceedings of the second International Symposium on the Aerodynamics and Ventilation of Vehicle Tunnels |
Pubbl/distr/stampa | Bedford, England : BHRA, Fluid Engineering, [1976] |
Descrizione fisica | 570 p. : ill. ; ; 31 cm |
Disciplina | 624.1/93 |
Soggetto non controllato |
Tunnel - Ventilazione - Congressi
Tunnel - Aerodinamica - Congressi |
ISBN | 0900983515 |
Formato | Materiale a stampa |
Livello bibliografico | Monografia |
Lingua di pubblicazione | eng |
Record Nr. | UNINA-9910287758303321 |
Bedford, England : BHRA, Fluid Engineering, [1976] | ||
Materiale a stampa | ||
Lo trovi qui: Univ. Federico II | ||
|
Resilience engineering for urban tunnels / / edited by Michael Beer [and four others] ; sponsored by Center for Technology and Systems Management [and six others] |
Pubbl/distr/stampa | Reston, Virginia : , : American Society of Civil Engineers, , [2018] |
Descrizione fisica | 1 online resource (130 pages) |
Disciplina | 624.1/93 |
Collana | Infrastructure Resilience Publication |
Soggetto topico |
Tunnels - Design and construction
Tunnels - Reliability Urban transportation |
Soggetto genere / forma | Electronic books. |
ISBN | 0-7844-8181-4 |
Formato | Materiale a stampa |
Livello bibliografico | Monografia |
Lingua di pubblicazione | eng |
Record Nr. | UNINA-9910466608503321 |
Reston, Virginia : , : American Society of Civil Engineers, , [2018] | ||
Materiale a stampa | ||
Lo trovi qui: Univ. Federico II | ||
|