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050 4 |a TA660.P55  |b M53 2004eb 
072 7 |a TEC  |x 046000  |2 bisacsh 
082 0 4 |a 621.8/672  |2 22 
049 |a UAMI 
110 2 |a Michigan State University.  |b Center for Underground Infrastructure Research and Education. 
245 1 0 |a Horizontal auger boring projects /  |c prepared by the Center for Underground Infrastructure Research and Education (CUIRE), Michigan State University under the direction of the Horizontal Auger Boring Task Force of the Committee on Trenchless Installation of Pipelines (TIPS) of the Pipeline Division of the American Society of Civil Engineers. 
260 |a Reston, Va. :  |b American Society of Civil Engineers,  |c 2004. 
300 |a 1 online resource (xii, 52 pages) :  |b illustrations 
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 ASCE manuals and reports on engineering practice ;  |v no. 106 
504 |a Includes bibliographical references and index. 
588 0 |a Print version record. 
520 8 |a Annotation  |b "This manual covers the horizontal auger boring method, providing the instructions for a safe, productive, and efficient installation of pipelines for road crossing. The manual is divided into five sections; the first section is an introduction that includes history, recent innovations, applicable documents, typical applications, and a glossary of terms. The proceeding sections provide important information on the planning, design, pre-construction phase, and construction phases of the horizontal auger boring methods. The last section includes a list of references. New and experienced engineers, utility contractors, and other professionals working in pipeline construction will find this manual useful by providing introductory and advanced topics for safe, cost-effective, and productive design and construction of horizontal auger boring projects."--BOOK JACKET. Title Summary field provided by Blackwell North America, Inc. All Rights Reserved 
505 0 |a CONTENTS -- PREFACE -- ACKNOWLEDGMENTS -- 1 GENERAL -- 1.1 Introduction and Background -- 1.2 History -- 1.3 Recent Innovations -- 1.3.1 Guided Boring Method (GBM) -- 1.3.2 Controlled Boring System (CBS) -- 1.3.3 Development of New Steel Pipe Interlocking Joining System -- 1.3.4 Laser-Guided Tunnel Attachment -- 1.3.5 Mechanical Line and Grade Control Head -- 1.3.6 Electronic (Inertial) Line and Grade Control Head -- 1.4 Scope -- 1.5 Related Documents -- 1.6 Glossary and Definitions -- A -- B -- C -- D -- E -- F -- G -- H -- L -- M -- O 
505 8 |a PR -- S -- T -- U -- W -- 2 PLANNING PHASE -- 2.1 Predesign Surveys -- 2.1.1 Site Conditions and Surface Survey -- 2.1.2 Subsurface Survey -- 2.1.3 Geotechnical Investigation -- 2.1.4 Utility Locating -- 2.1.5 Subsurface Utility Engineering (SUE) -- 2.2 Jacking Pits and Receiving Pits -- 2.3 Pipe Size Considerations -- 2.4 Length of the Bore -- 2.5 Accuracy and Tolerances -- 2.6 Cost Considerations -- 2.7 Environmental and Social Benefits -- 2.7.1 Environmental Benefits (Minimizing Noise, Vibration, and Pollution) -- 2.7.2 Social Benefits 
505 8 |a 3 DESIGN AND PRECONSTRUCTION PHASE3.1 Feasibility and Risk Assessment -- 3.2 Steel Casing and Other Pipe Design -- 3.2.1 Banding the Casing -- 3.2.2 Casing Sizes -- 3.2.3 Casing Wall Thickness -- 3.2.4 Mid-Weld -- 3.2.5 Installation Loads -- 3.2.6 External Loads -- 3.2.7 Steel Pipe Corrosion Protection Considerations -- 3.3 Carrier Pipe Design -- 3.3.1 Blocking/Spacers -- 3.3.2 Internal Casing Grouting -- 3.3.3 Hydrostatic Pressure -- 3.3.4 Corrosion Protection -- 3.4 Tracking, Locating, and Guidance Considerations -- 3.4.1 Waterline System (Grade Only) 
505 8 |a 3.4.2 Line-and-Grade Systems3.5 Contract Documents -- 3.5.1 Scope of Work and Special Conditions -- 3.5.2 Drawings -- 3.5.3 Technical Specifications -- 3.5.4 Geotechnical Information -- 3.6 Differing Site Conditions -- 3.6.1 Existing Utilities -- 3.6.2 Different Soils -- 3.6.3 Rocks and Boulders -- 3.6.4 Water Table -- 3.7 Contractor Prequalification -- 3.7.1 General Information and History -- 3.7.2 Experience and Equipment -- 3.8 Dispute Resolution -- 4 CONSTRUCTION PHASE -- 4.1 Workspace -- 4.2 Jobsite Layout -- 4.3 Pits -- 4.4 Equipment 
505 8 |a 4.4.1 Attachments4.4.2 Steering Systems -- 4.5 Lubrication Fluids -- 4.5.1 Filtration Control and Filter Cake -- 4.5.2 Types of Lubricants -- 4.5.3 Lubrication System -- 4.6 Recommended Procedures for Various Ground Conditions -- 4.6.1 Wet, Running Sand -- 4.6.2 Wet, Stable Sand -- 4.6.3 Dry Sand -- 4.6.4 Dry Clay -- 4.6.5 Wet Clay -- 4.6.6 Small Gravel -- 4.6.7 Hard Pan -- 4.6.8 Soft/Solid Rock -- 4.6.9 Large Gravels/Small Boulders -- 4.6.10 Hard Rock -- 4.7 Productivity -- 4.8 Work Plan -- 4.9 Dewatering -- 4.10 Inspection and Monitoring 
590 |a Knovel  |b ACADEMIC - Civil Engineering & Construction Materials 
590 |a Knovel  |b ACADEMIC - Oil & Gas Engineering 
650 0 |a Pipelines  |x Design and construction. 
650 0 |a Trenchless construction. 
650 0 |a Boring. 
650 6 |a Travaux sans tranchée. 
650 6 |a Forage. 
650 7 |a drilling (process)  |2 aat 
650 7 |a TECHNOLOGY & ENGINEERING  |x Machinery.  |2 bisacsh 
650 7 |a Boring.  |2 fast  |0 (OCoLC)fst00836649 
650 7 |a Pipelines  |x Design and construction.  |2 fast  |0 (OCoLC)fst01064643 
650 7 |a Trenchless construction.  |2 fast  |0 (OCoLC)fst01156197 
710 2 |a American Society of Civil Engineers.  |b Horizontal Auger Boring Task Force. 
776 0 8 |i Print version:  |a Michigan State University. Center for Underground Infrastructure Research and Education.  |t Horizontal auger boring projects.  |d Reston, Va. : American Society of Civil Engineers, 2004  |w (DLC) 2004048716 
830 0 |a ASCE manuals and reports on engineering practice ;  |v no. 106. 
856 4 0 |u https://appknovel.uam.elogim.com/kn/resources/kpHABP0001/toc  |z Texto completo 
938 |a Internet Archive  |b INAR  |n horizontalaugerb0000mich 
938 |a American Society of Civil Engineers  |b ASCE  |n 10.1061/9780784407318 
938 |a ebrary  |b EBRY  |n ebr10442084 
938 |a EBSCOhost  |b EBSC  |n 442689 
938 |a YBP Library Services  |b YANK  |n 3614428 
994 |a 92  |b IZTAP