Shotcrete : (Record no. 30322)
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000 -LEADER | |
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fixed length control field | 11408nam a22005173i 4500 |
001 - CONTROL NUMBER | |
control field | EBC6898644 |
003 - CONTROL NUMBER IDENTIFIER | |
control field | MiAaPQ |
005 - DATE AND TIME OF LATEST TRANSACTION | |
control field | 20240724115404.0 |
006 - FIXED-LENGTH DATA ELEMENTS--ADDITIONAL MATERIAL CHARACTERISTICS | |
fixed length control field | m o d | |
007 - PHYSICAL DESCRIPTION FIXED FIELD--GENERAL INFORMATION | |
fixed length control field | cr cnu|||||||| |
008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION | |
fixed length control field | 240724s2020 xx o ||||0 eng d |
020 ## - INTERNATIONAL STANDARD BOOK NUMBER | |
International Standard Book Number | 9781482264111 |
Qualifying information | (electronic bk.) |
020 ## - INTERNATIONAL STANDARD BOOK NUMBER | |
Canceled/invalid ISBN | 9780367418823 |
035 ## - SYSTEM CONTROL NUMBER | |
System control number | (MiAaPQ)EBC6898644 |
035 ## - SYSTEM CONTROL NUMBER | |
System control number | (Au-PeEL)EBL6898644 |
035 ## - SYSTEM CONTROL NUMBER | |
System control number | (OCoLC)1302011749 |
040 ## - CATALOGING SOURCE | |
Original cataloging agency | MiAaPQ |
Language of cataloging | eng |
Description conventions | rda |
-- | pn |
Transcribing agency | MiAaPQ |
Modifying agency | MiAaPQ |
050 #4 - LIBRARY OF CONGRESS CALL NUMBER | |
Classification number | TA446 .M674 2022 |
082 0# - DEWEY DECIMAL CLASSIFICATION NUMBER | |
Classification number | 620.1/36 |
100 1# - MAIN ENTRY--PERSONAL NAME | |
Personal name | Morgan, Dudley Robert. |
245 10 - TITLE STATEMENT | |
Title | Shotcrete : |
Remainder of title | Materials, Performance and Use. |
250 ## - EDITION STATEMENT | |
Edition statement | 1st ed. |
264 #1 - PRODUCTION, PUBLICATION, DISTRIBUTION, MANUFACTURE, AND COPYRIGHT NOTICE | |
Place of production, publication, distribution, manufacture | Milton : |
Name of producer, publisher, distributor, manufacturer | Taylor & Francis Group, |
Date of production, publication, distribution, manufacture, or copyright notice | 2020. |
264 #4 - PRODUCTION, PUBLICATION, DISTRIBUTION, MANUFACTURE, AND COPYRIGHT NOTICE | |
Date of production, publication, distribution, manufacture, or copyright notice | ©2022. |
300 ## - PHYSICAL DESCRIPTION | |
Extent | 1 online resource (511 pages) |
336 ## - CONTENT TYPE | |
Content type term | text |
Content type code | txt |
Source | rdacontent |
337 ## - MEDIA TYPE | |
Media type term | computer |
Media type code | c |
Source | rdamedia |
338 ## - CARRIER TYPE | |
Carrier type term | online resource |
Carrier type code | cr |
Source | rdacarrier |
490 1# - SERIES STATEMENT | |
Series statement | Modern Concrete Technology Series ; |
Volume/sequential designation | v.22 |
505 0# - FORMATTED CONTENTS NOTE | |
Formatted contents note | Cover -- Half Title -- Series Page -- Title Page -- Copyright Page -- Dedication -- Table of Contents -- Preface -- Acknowledgements -- Authors -- Part I: History, material, performances, research and development, equipment and applications -- Chapter 1: Introduction -- Notes -- References -- Chapter 2: Shotcrete definitions and terminology -- 2.1 What is shotcrete? -- 2.2 Shotcrete processes -- 2.3 Shotcrete terminology -- References -- Chapter 3: History of shotcrete -- 3.1 The invention -- 3.2 The first 50 years -- 3.3 The next 50 years -- 3.3.1 Wet-mix shotcrete -- 3.3.2 Steel fibre -- 3.3.3 Silica fume -- 3.3.4 Synthetic fibre -- 3.3.5 Chemical admixtures -- 3.4 Shotcrete quality -- 3.5 Shotcrete research and development -- References -- Chapter 4: Shotcrete materials -- 4.1 Introduction -- 4.2 Cement -- 4.3 Supplementary cementing materials -- 4.3.1 Fly ash -- 4.3.2 Silica fume -- 4.3.3 Ground Granulated Blast Furnace Slag -- 4.3.4 Natural pozzolans -- 4.4 Aggregates -- 4.4.1 Grading requirements -- 4.4.2 Aggregate durability -- 4.5 Chemical admixtures -- 4.5.1 Introduction -- 4.5.2 Dry-mix shotcrete admixtures -- 4.5.2.1 Water reducers -- 4.5.2.2 Air entrainment -- 4.5.2.3 Accelerators -- 4.5.3 Wet-mix shotcrete admixtures -- 4.5.3.1 Water reducers -- 4.5.3.2 Retarders and hydration-controlling admixtures -- 4.5.3.3 Set accelerators -- 4.5.3.4 Air-entraining admixtures -- 4.5.3.5 Other admixtures -- 4.6 Fibres -- 4.6.1 Introduction -- 4.6.2 Macrofibres -- 4.6.2.1 Steel fibres -- 4.6.2.2 Synthetic fibres -- 4.6.3 Microfibres -- 4.6.3.1 Synthetic fibres -- 4.6.3.2 Natural fibres -- 4.7 Water -- References -- Chapter 5: Shotcrete mixture proportioning -- 5.1 Introduction -- 5.2 Wet-mix shotcrete proportioning -- 5.2.1 Basics -- 5.2.2 Wet-mix shotcrete mixture design -- 5.2.2.1 Structural shotcrete mix design for parking structure. |
505 8# - FORMATTED CONTENTS NOTE | |
Formatted contents note | 5.2.2.2 Shotcrete mix design for underground support in mine -- 5.3 Dry-mix shotcrete proportioning -- 5.3.1 Basics -- 5.3.2 Dry-mix shotcrete mixture design -- References -- Chapter 6: Shotcrete performance requirements -- 6.1 Introduction -- 6.2 Workability -- 6.3 Air content -- 6.4 Rebound -- 6.5 Setting time -- 6.6 Early-age compressive strength -- 6.7 Later-age compressive strength -- 6.8 Flexural strength -- 6.9 Flexural toughness -- 6.10 Bond strength -- 6.11 Shrinkage and cracking -- 6.12 Freeze-thaw durability -- 6.12.1 Wet-mix shotcrete freeze-thaw durability -- 6.12.2 Dry-mix shotcrete freeze-thaw durability -- 6.13 Durability -- 6.13.1 Introduction -- 6.14 Transport properties -- 6.14.1 Introduction -- 6.14.2 Shotcrete transport properties study at Laval University -- 6.14.3 Shotcrete transport properties study by Zhang et al. -- 6.14.4 Summary -- References -- Chapter 7: Shotcrete research and development -- 7.1 Introduction -- 7.2 Dry-mix shotcrete -- 7.2.1 Use of set accelerators -- 7.2.2 Use of powdered air-entraining admixture -- 7.2.3 Improving shotcrete quality and reducing rebound -- 7.2.3.1 Aggregate size distribution -- 7.2.3.2 Rebound and non-traditional materials -- 7.3 Wet-mix shotcrete -- 7.3.1 Pumping wet-mix shotcrete: High initial air content -- 7.3.2 Pumping wet-mix shotcrete: Effect of paste content and mixture design -- 7.3.3 Placing wet-mix shotcrete -- 7.3.4 Set accelerator dosage -- 7.4 Shotcrete placement -- 7.4.1 Encapsulation of reinforcement -- 7.4.2 Encapsulation quality and structural performance -- 7.4.3 Shotcrete placement - spray -- 7.4.3.1 Effect of nozzle type on spray performances in wet-mix shotcrete -- 7.4.3.2 Nozzle design -- 7.5 Development and assessment of a high slag shotcrete mix -- 7.6 Conclusions -- References -- Chapter 8: Shotcrete equipment -- 8.1 Introduction -- 8.2 Dry-mix shotcrete. |
505 8# - FORMATTED CONTENTS NOTE | |
Formatted contents note | 8.2.1 Conveying material through the hose -- 8.2.2 Water addition -- 8.2.3 Dry-mix shotcrete nozzle -- 8.3 Wet-mix shotcrete -- 8.3.1 Pump -- 8.3.2 Reducers and hoses -- 8.3.3 Nozzle -- 8.3.4 The use of accelerators -- References -- Chapter 9: Shotcrete application -- 9.1 Introduction -- 9.2 Surface preparation -- 9.2.1 Bonding agents -- 9.3 Formwork and scaffolding -- 9.4 Reinforcement -- 9.4.1 Welded wire mesh -- 9.4.2 Reinforcing steel bars -- 9.4.3 Fibre reinforcement -- 9.4.4 Expanded metal lath -- 9.4.5 Glass fibre reinforcement -- 9.5 Anchors -- 9.6 Alignment control and tolerance -- 9.6.1 Shooting wires -- 9.6.2 Guide strips -- 9.6.3 Curved surfaces -- 9.6.4 Depth gauges and depth probes -- 9.7 Joints -- 9.7.1 Joints between layers of shotcrete -- 9.7.2 Construction joints -- 9.7.3 Shrinkage crack control joints -- 9.7.4 Architectural reveals -- 9.8 Protection of adjacent surfaces -- 9.9 Shotcrete crew -- 9.9.1 Nozzleman -- 9.9.2 Nozzleman's assistant and blowpipe operator -- 9.9.3 Finishers and labourers -- 9.9.4 Shotcrete supply equipment operators -- 9.10 Shotcrete placement -- 9.10.1 Bench shooting -- 9.10.2 Layer shooting -- 9.10.3 Shooting technique -- 9.10.4 Encasing reinforcing steel and embedments -- 9.10.5 Hybrid shotcrete -- 9.11 Finishing -- 9.12 Protection and curing -- References -- Part II: Shotcrete uses and case histories -- Chapter 10: Buildings and structures -- 10.1 Introduction -- 10.2 Structural shotcrete walls and other elements -- 10.3 Mass shotcrete -- 10.4 Seismic retrofit with structural shotcrete -- 10.4.1 Historic Masonry Building Seismic Retrofit, Vancouver, British Columbia -- 10.4.2 Heritage stone masonry buildings -- 10.4.3 Sports stadium seismic retrofit -- 10.4.4 Immersed tube tunnel seismic retrofit -- 10.4.5 Littlerock Dam, California Seismic Retrofit -- 10.5 Domes -- 10.6 Prestressed water tanks. |
505 8# - FORMATTED CONTENTS NOTE | |
Formatted contents note | 10.7 Bobsleigh/luge tracks -- 10.8 Skate parks -- References -- Chapter 11: Infrastructure repair and rehabilitation -- 11.1 Introduction -- 11.2 Shotcrete repair publications -- 11.3 Causes of the need for repair -- 11.4 Preparation of substrate surfaces -- 11.5 Performance parameters for shotcrete repair systems -- 11.6 Shotcrete materials, mixture proportions and supply -- 11.7 Shotcrete application and finishing -- 11.8 Curing and protection -- 11.9 Examples of shotcrete repair and rehabilitation of infrastructure -- 11.9.1 Bridges and highway infrastructure -- 11.9.1.1 Ministry of Transportation Quebec (MTQ) and City of Montreal -- 11.9.1.2 Ministry of Transportation Ontario (MTO) -- 11.9.1.3 Alberta bridge repairs -- 11.9.1.4 Oregon City Arch Bridge -- 11.9.2 Marine structures -- 11.9.2.1 Canada Place, Vancouver Harbour, British Columbia -- 11.9.2.2 Port of Saint John, New Brunswick -- 11.9.2.3 Haut-Fond Prince Lighthouse, Gulf of St. Lawrence, Quebec -- 11.9.2.4 Stanley Park Seawall, Vancouver, British Columbia -- 11.9.3 Dams and hydraulic structures -- 11.9.3.1 Jordan River Dam, Vancouver Island, British Columbia -- 11.9.3.2 Wachusett Aqueduct, Massachusetts -- 11.9.3.3 Ruskin Dam, British Columbia, Seismic Retrofit -- 11.9.4 Miscellaneous shotcrete repairs/retrofit -- 11.9.4.1 Prince Rupert Grain Silos -- 11.9.4.2 Historic Masonry Building Seismic Retrofit, Vancouver, British Columbia -- 11.9.4.3 Rehabilitation of Historic High-Rise Building, Vancouver, British Columbia -- References -- Chapter 12: Ground support and shoring -- 12.1 Introduction -- 12.2 Earth and rock slope stabilization -- 12.3 Stabilizing excavations -- 12.4 Underpinning buildings and structures -- 12.5 Soil nailing -- 12.6 Cut and cover tunnels -- 12.7 Stabilizing mountain slopes and bluffs -- 12.8 Stabilizing creeks -- References. |
505 8# - FORMATTED CONTENTS NOTE | |
Formatted contents note | Chapter 13: Underground support in tunnels -- 13.1 Reference material -- 13.1.1 Engineering Foundation (US) and Engineering Conferences International Shotcrete Conferences -- 13.1.2 Norwegian Concrete Association Shotcrete Symposia -- 13.1.3 Australian Shotcrete Conferences -- 13.1.4 International Tunneling Association -- 13.1.5 Other reference sources -- 13.2 Introduction -- 13.3 New Austrian Tunneling Method (NATM) -- 13.4 Norwegian Method of Tunneling (NMT) -- 13.5 Rocky mountain railway tunnels -- 13.6 Stave falls hydropower pressure tunnels -- References -- Chapter 14: Shotcrete in mining -- 14.1 Introduction -- 14.2 Case history examples of shotcrete use in mines -- 14.2.1 Vale Inco Mines in Canada -- 14.2.2 Northparkes E26 Mine, Australia -- 14.2.3 Cadia East Mine, Australia -- 14.3 Shotcreting in cold conditions in mines -- 14.4 Shaft lining with shotcrete -- 14.4.1 Remote-control shotcrete shaft lining in Australia -- 14.4.2 Hand-applied shaft lining of South Deep Mine Shaft Randfontein South Africa -- 14.5 Summary -- References -- Chapter 15: Swimming pools and spas -- 15.1 Introduction -- 15.2 Mixture designs for pools -- 15.3 Watertightness -- 15.4 Cold joints -- 15.5 Examples of shotcrete swimming pools -- 15.5.1 Vanishing edge residential pool, Woodbury, Connecticut, USA -- 15.5.2 Mountain pool, North Carolina, USA -- 15.5.3 Competition pool, Connecticut, USA -- References -- Chapter 16: Architectural shotcrete -- 16.1 Introduction -- 16.2 Artificial rockscapes -- 16.3 Zoo exhibits -- 16.3.1 Elephant lands, Oregon Zoo -- 16.3.2 Asia Quest at Columbus Zoo and Aquarium -- 16.3.3 Mayan Empire Exhibits, Jacksonville and Palm Beach Zoos, Florida -- 16.4 Water features -- 16.4.1 Mirage Hotel and Casino, Las Vegas -- 16.5 Domes and shells -- 16.5.1 Architectural shells -- 16.5.2 Architectural domes -- 16.6 Buildings and structures. |
505 8# - FORMATTED CONTENTS NOTE | |
Formatted contents note | 16.6.1 Goetheanum. |
520 ## - SUMMARY, ETC. | |
Summary, etc. | This comprehensive textbook covers current state-of-the-art shotcrete technology. It provides an overview of the many and various uses of shotcrete. It includes chapters with case histories on shotcrete materials and mixture proportioning, performance, shotcrete research, equipment and shotcrete application. |
588 ## - SOURCE OF DESCRIPTION NOTE | |
Source of description note | Description based on publisher supplied metadata and other sources. |
590 ## - LOCAL NOTE (RLIN) | |
Local note | Electronic reproduction. Ann Arbor, Michigan : ProQuest Ebook Central, 2024. Available via World Wide Web. Access may be limited to ProQuest Ebook Central affiliated libraries. |
650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM | |
Topical term or geographic name entry element | Shotcrete. |
655 #4 - INDEX TERM--GENRE/FORM | |
Genre/form data or focus term | Electronic books. |
700 1# - ADDED ENTRY--PERSONAL NAME | |
Personal name | Jolin, Marc. |
776 08 - ADDITIONAL PHYSICAL FORM ENTRY | |
Relationship information | Print version: |
Main entry heading | Morgan, Dudley Robert |
Title | Shotcrete |
Place, publisher, and date of publication | Milton : Taylor & Francis Group,c2020 |
International Standard Book Number | 9780367418823 |
797 2# - LOCAL ADDED ENTRY--CORPORATE NAME (RLIN) | |
Corporate name or jurisdiction name as entry element | ProQuest (Firm) |
830 #0 - SERIES ADDED ENTRY--UNIFORM TITLE | |
Uniform title | Modern Concrete Technology Series |
856 40 - ELECTRONIC LOCATION AND ACCESS | |
Uniform Resource Identifier | <a href="https://ebookcentral.proquest.com/lib/orpp/detail.action?docID=6898644">https://ebookcentral.proquest.com/lib/orpp/detail.action?docID=6898644</a> |
Public note | Click to View |
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