Advances and experiences with pipelines and trenchless technology for water, sewer, gas, and oil applications [[electronic resource] ] : proceedings of the International Conference on Pipelines and Trenchless Technology 2009, October 18-21, 2009, Shanghai, China / / edited by Mohammad Najafi, Baosong Ma |
Pubbl/distr/stampa | Reston, Va., : American Society of Civil Engineers, 2009 |
Descrizione fisica | 1 online resource (2162 p.) |
Altri autori (Persone) |
NajafiMohammad
MaBaosong |
Soggetto topico |
Pipelines
Trenchless construction |
Soggetto genere / forma | Electronic books. |
ISBN | 0-7844-7317-X |
Formato | Materiale a stampa |
Livello bibliografico | Monografia |
Lingua di pubblicazione | eng |
Nota di contenuto |
""Cover""; ""Contents""; ""Integrated Asset Management""; ""A System for Rehabilitation Planning of Infrastructure Projects""; ""Analytic Mode for Predicting the Failure Risk of Pipeline System""; ""Evaluation of Non-Destructive Methods for Condition Assessment of Culverts and Their Embedment""; ""Integrity Management System Model Design and Development for New Oil and Gas Long-Distance Pipeline""; ""The Remaining Life Prediction of Buried Pipeline Based on the Maximum Extreme Value Distribution""; ""Integrity Assessment and Management of a Long-Distance Pipeline in China""
""Condition Assessment""""Best Practices in the Condition Assessment of Water Transmission Mains""; ""Dynamic Testing Analysis and Treatment of Suspended Pipelines through the Lower Yellow River""; ""Energy Loss Analysis and Conservation Potential Prediction for the Pipelines Network of Oil and Gas Gathering and Transferring System""; ""Hyperbaric Welding Maintenance Techniques of Subsea Pipeline""; ""Longitudinal Condition Assessment of Exposed Pipelines Encased in Concrete Box in a Riverbed"" ""Modified Methods on Testing Roughness Coefficient of Water Pipes in Urban Water Distribution Network""""The Estimation to the Service Life of Casing in Salt Formation""; ""Leak Detection and Monitoring""; ""A New Approach to Solve the Problem of Pipeline Plugging by Gas Hydrates during Oil Production""; ""Application of Oil Pipeline Leakage Detection and Location System Based on Negative Pressure Wave Theory""; ""Application Research of the Correlation Detection in Ship Pipeline Leakage Detecting"" ""Case Study of Urban Water Distribution Networks Districting Management Based on Water Leakage Control""""Detection of Small Leakage of Long Distance Natural Gas Transporting Pipeline Based on Airborne Laser Equipment""; ""Fast Leak Detection and Location of Water Pipelines Based Using Orthogonal Wavelet Transform""; ""Feasibility Study on Pipeline Leakage Detection under Pressure Testing Using Numerical Inversion Technology""; ""Infrared Temperature Measurement and Simulation of Temperature Field on Buried Pipeline Leakage"" ""Pre-Study of Leaking Fault of the Oil Pipelines in Maowusu Desert Areas""""Study on Real-Time Detection of Pipe Bursts with Simulation and Management System on Water Distribution Networks""; ""Pipeline Inspection""; ""Gas Transmission Pipeline Defect Detection Based on New Intense Magnetic Memory ILI Tool""; ""Multi-Layers Wavelet Kohonen Neural Network Model for Underground Pipeline Coating Detection with Galvanostatic Transient Technique""; ""Recognition of Environment for Navigation of Gas Pipeline Inspection Robot Based on Monocular Vision System"" ""Research about Magnetic Pulse Detection Method of Annulus Multi-String Damage"" |
Record Nr. | UNINA-9910455282703321 |
Reston, Va., : American Society of Civil Engineers, 2009 | ||
Materiale a stampa | ||
Lo trovi qui: Univ. Federico II | ||
|
Decision analysis guide for corrugated metal culvert rehabilitation and replacement using trenchless technology / / John C. Matthews ... [and three others] |
Autore | Mathews John C. |
Pubbl/distr/stampa | [Washington, D.C.] : , : [United States Department of Agriculture, Forest Service], , 2012 |
Descrizione fisica | 1 online resource (104 unnumbered pages) : color illustrations |
Soggetto topico |
Metal culverts - United States - Evaluation
Metal culverts - United States - Maintenance and repair Trenchless construction |
Formato | Materiale a stampa |
Livello bibliografico | Monografia |
Lingua di pubblicazione | eng |
Record Nr. | UNINA-9910704819303321 |
Mathews John C. | ||
[Washington, D.C.] : , : [United States Department of Agriculture, Forest Service], , 2012 | ||
Materiale a stampa | ||
Lo trovi qui: Univ. Federico II | ||
|
Horizontal auger boring projects [[e-book] /] / prepared by the Horizontal Auger Boring Task Force of the Trenchless Installation of Pipelines Committee of the Utilities Engineering and Surveying Institute of the American Society of Civil Engineers ; edited by Alan Atalah, Ph.D., P.E., Lameck Onsarigo, Ph.D |
Edizione | [Second edition.] |
Pubbl/distr/stampa | Reston, Virginia : , : American Society of Civil Engineers, , 2017 |
Descrizione fisica | 1 online resource (160 pages) |
Disciplina | 621.8/672 |
Collana | ASCE Manuals and Reports on Engineering Practice |
Soggetto topico |
Pipelines - Design and construction
Trenchless construction Boring |
Soggetto genere / forma | Electronic books. |
ISBN |
1-5231-1358-8
0-7844-8023-0 |
Formato | Materiale a stampa |
Livello bibliografico | Monografia |
Lingua di pubblicazione | eng |
Record Nr. | UNINA-9910466196603321 |
Reston, Virginia : , : American Society of Civil Engineers, , 2017 | ||
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 | ||
|
Pipelines 2007 [[electronic resource] ] : advances and experiences with trenchless pipeline projects : proceedings of the ASCE International Conference on Pipeline Engineering and Construction, July 8-11, 2007, Boston, Massachusetts / / sponsored by the Pipeline Division of the American Society of Civil Engineers ; edited by Lynn Osborn, Mohammad Najafi |
Pubbl/distr/stampa | Reston, Va., : American Society of Civil Engineers, 2007 |
Descrizione fisica | 1 online resource (1193 p.) |
Altri autori (Persone) |
NajafiMohammad
OsbornLynn |
Soggetto topico |
Pipelines
Trenchless construction |
Soggetto genere / forma | Electronic books. |
ISBN | 0-7844-7200-9 |
Formato | Materiale a stampa |
Livello bibliografico | Monografia |
Lingua di pubblicazione | eng |
Nota di contenuto |
""Cover""; ""Contents""; ""Planning, Design, and Construction: Renewal""; ""Atlanta Projects""; ""Atlanta's Consent Decrees Drive a Substantial Commitment to Trenchless Sewer Rehabilitation""; ""Atlanta's SSES and Integrated Sewer Rehabilitation Selection Process""; ""Clean Water Atlanta Enterprise GIS""; ""Hydraulic Modeling - A Tool for Addressing the Consent Decree""; ""Sewer Renewal""; ""Fast-Track Pipeline Rehabilitation Using a Carbon Filter Reinforced Polymer (CFRP) Strengthening System""; ""Trenchless Rehabilitation of Large Brick Conduits in Boston""
""Pipelines, Trains, and Automobiles: Rehabilitation of an 18 Sewer with No Excavation - Howard Street Sewer Project, Framingham, MA""""Innovative Renewal Technologies""; ""Successful Rehabilitation Project Utilizes Multiple Methods from the Trenchless Toolbox Case Study of an Infrastructure Renewal Program""; ""Turn-Key Condition Assessment and Rehabilitation/Replacement Solution for an Effluent Force Main""; ""PCCP Inspection: Prioritizing Risk, Assessing Shutdown Impacts, and Executing the Inspection""; ""Renewal Design"" ""Increase Your Design 'Bottom Line' with Trenchless Solutions""""Sewer Hydraulic Design Criteria""; ""Validation of a Decision Support System for Method Selection in Utility Construction""; ""Reliability and Quality""; ""Steel Water Pipe - The Importance of Fabricator Certification""; ""Temporary Diversion Systems: Reliability is Everything""; ""Carbon Fiber Liner Quality Control for Repair of PCCP""; ""Failure Analysis""; ""Robotic RFEC/TC Inspection of Transmission Mains with Reducers: Practical Aspects""; ""Sewer Pipeline Operational Condition Prediction Using Multiple Regression"" ""Investigation of the Failures of the Deep Sewers and Service Laterals in California""""Cost Analysis""; ""Cost Comparison of Pipeline Asset Replacement: Open-Cut and Pipe-Bursting""; ""Rising Water and Wastewater Pipeline Construction Costs: A Survey of the DFW Metroplex Marketplace""; ""Optimal Scheduling of Pipe Replacement, Including Opportunity, Social, and Environmental Costs""; ""Design Life Prediction""; ""Study on Mechanical Property of Corroded Pipeline""; ""Wastewater Collection System Rehabilitation and Replacement (R&R) Program Prioritization"" ""Structural Condition Models for Sewer Pipeline""""Renewal Investigations""; ""Trenchless Water Pipe Condition Assessment Using Artificial Neural Network""; ""Research on Safety Evaluation Model of the Main Underground Pipelines in Shanghai, China""; ""102-Inch Cliff Pipe Rehabilitation""; ""Planning, Design, and Construction: New Construction""; ""Microtunneling and HDD""; ""Twin 30-Inch Ductile Iron Pipe HDD Crossings of the Historic San Marcos River""; ""Pipe Jacking in Difficult Urban Waterfront Conditions""; ""Horizontal Directional Drilling with Ductile Iron Pipe"" ""Innovative Record Length Twin 60-Inch Microtunnel Drives beneath US 50 and High School in West Sacramento: Combine Direct-Jacked Carrier Pipe and Casing and Carrier in Single Drive"" |
Altri titoli varianti | Advances and experiences with trenchless pipeline projects |
Record Nr. | UNINA-9910455271703321 |
Reston, Va., : American Society of Civil Engineers, 2007 | ||
Materiale a stampa | ||
Lo trovi qui: Univ. Federico II | ||
|
Trenchless pipeline projects : practical applications : proceedings of the conference, Boston, Massachusetts, June 8-11, 1997 / / sponsored by the Pipeline Division, ASCE ; co-sponsored by and in cooperation with ASCE Construction Division [and thirteen others] ; edited by Lynn E. Osborn |
Pubbl/distr/stampa | New York, New York : , : American Society of Civil Engineers, , [1997] |
Descrizione fisica | 1 online resource (xi, 488 pages) : illustrations |
Disciplina | 621.8/672 |
Soggetto topico |
Pipelines - Design and construction
Trenchless construction |
Soggetto genere / forma | Electronic books. |
ISBN | 0-7844-8137-7 |
Formato | Materiale a stampa |
Livello bibliografico | Monografia |
Lingua di pubblicazione | eng |
Record Nr. | UNINA-9910466444003321 |
New York, New York : , : American Society of Civil Engineers, , [1997] | ||
Materiale a stampa | ||
Lo trovi qui: Univ. Federico II | ||
|
Trenchless renewal of culverts and storm sewers [[electronic resource] /] / prepared by the Pipeline Infrastructure Committee of the Pipeline Division of the American Society of Civil Engineers ; edited by Lynn Osborn |
Pubbl/distr/stampa | Reston, VA, : American Society of Civil Engineers, c2010 |
Descrizione fisica | 1 online resource (114 p.) |
Disciplina | 628.2120288 |
Altri autori (Persone) | OsbornLynn E |
Collana | ASCE manuals and reports on engineering practice |
Soggetto topico |
Storm sewers - Maintenance and repair
Culverts - Maintenance and repair Pipelines - Maintenance and repair Trenchless construction |
Soggetto genere / forma | Electronic books. |
ISBN | 0-7844-7314-5 |
Formato | Materiale a stampa |
Livello bibliografico | Monografia |
Lingua di pubblicazione | eng |
Nota di contenuto |
""CONTENTS""; ""1 INTRODUCTION""; ""1.1 Scope of the Manual""; ""1.2 Related Documents""; ""1.3 Glossary and Definitions""; ""A""; ""B""; ""C""; ""D""; ""E""; ""F""; ""G""; ""H""; ""J""; ""N""; ""O""; ""P""; ""R""; ""S""; ""T""; ""U""; ""V""; ""1.4 Acronyms""; ""2 SAFETY CONSIDERATIONS""; ""2.1 Introduction""; ""2.2 Potential Hazards""; ""2.3 Project Safety Assessment""; ""3 CLEANING AND INSPECTION""; ""3.1 Cleaning""; ""3.2 Inspection""; ""4 EVALUATION AND CONDITION ASSESSMENT""; ""4.1 Introduction""; ""4.2 Performance Measures""; ""4.3 Barrel Performance""; ""4.4 Additional References""
""4.5 Life-Cycle Cost Considerations""""5 RENEWAL METHODS""; ""5.1 Introduction""; ""5.2 Cured-In-Place-Pipe""; ""5.3 Applied Shotcrete""; ""5.4 Spincast Shotcrete""; ""5.5 Sliplining with Thermoplastic Pipe""; ""5.6 Folded Thermoplastic Pipeliners""; ""5.7 HDPE Grout-In-Place Pipeliners""; ""5.8 Spiral-Wound Linings""; ""5.9 Sliplining with Fiberglass-Reinforced Resin Pipes""; ""5.10 Coatings and Linings""; ""5.11 Hydraulic Considerations""; ""6 SUMMARY""; ""REFERENCES""; ""INDEX""; ""A""; ""B""; ""C""; ""D""; ""E""; ""F""; ""G""; ""H""; ""I""; ""J""; ""L""; ""M""; ""N""; ""O""; ""P""; ""R"" ""S""""T""; ""U""; ""V""; ""W"" |
Record Nr. | UNINA-9910458474403321 |
Reston, VA, : American Society of Civil Engineers, c2010 | ||
Materiale a stampa | ||
Lo trovi qui: Univ. Federico II | ||
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