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E-raamat: BURIED PIPE DESIGN 3/E

  • Formaat: 624 pages
  • Ilmumisaeg: 15-Jul-2008
  • Kirjastus: McGraw-Hill Professional
  • Keel: eng
  • ISBN-13: 9780071603638
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  • Formaat: 624 pages
  • Ilmumisaeg: 15-Jul-2008
  • Kirjastus: McGraw-Hill Professional
  • Keel: eng
  • ISBN-13: 9780071603638
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Unearth the Secrets of Designing and Building High-Quality Buried Piping Systems

This brand-new edition of Buried Pipe Design helps you analyze the performance of a wide range of pipes, so you can determine the proper pipe and installation system for the job. Covering almost every type of rigid and flexible pipe, this unique reference identifies and describes factors involved in working with sewer and drain lines, water and gas mains, subway tunnels, culverts, oil and coals slurry lines, and telephone and electrical conduits. It provides clear examples for designing new municipal drinking and wastewater systems or rehabilitating existing ones that will last for many years on end. Comprehensive in scope and meticulously detailed in content, this is the pipe design book you'll want for a reference.

This NEW edition includes:





Important data on the newest pipe styles, including profile-wall polyethylene

Updated references to ASTM, AWWA, and ASHTTO, standards Numerous examples of specific types of pipe system designs Safety precautions included in installation specifications Greater elaboration on trenchless technology methods New information on the cyclic life of PVC pressure pipe

Buried Pipe Design covers the ins and outs of:





External Loads Gravity Flow Pipe Design Pressure Pipe Design Rigid Pipe Products Flexible Steel Pipe Flexible Ductile Iron Pipe Flexible Plastic Pipe Pipe Installation Trenchless Technology
Preface xi
Acknowledgments xv
Introduction and Overview
1(8)
Soil Mechanics
2(2)
Strength of Materials
4(1)
Pipe Hydraulics
5(1)
Water Systems
6(1)
Wastewater Systems
7(1)
Design for Value
7(1)
References
8(1)
External Loads
9(56)
Soil Pressure
9(21)
Rigid pipe
10(12)
Flexible pipe
22(8)
Longitudinal Loading
30(3)
Nonuniform bedding support
30(2)
Differential settlement
32(1)
Ground movement
32(1)
Wheel Loading (Live Loads)
33(20)
Boussinesq solution
33(2)
Highway and railway loads
35(3)
Aircraft loads
38(1)
Minimum soil cover
38(15)
Soil Subsidence
53(1)
Loads due to Temperature Rise
53(1)
Seismic Loads
54(3)
Wave passage
54(2)
Permanent ground deformation
56(1)
Frost Loading
57(1)
Loads due to Expansive Soils
58(1)
Flotation
58(5)
Soil wedge
58(2)
Liquefaction
60(2)
Soil bearing
62(1)
Internal vacuum
62(1)
References
63(2)
Design of Gravity Flow Pipes
65(118)
Soils
65(9)
Soil classes
65(4)
Soil-pipe interaction
69(2)
Embedment
71(1)
Combedment techniques
72(2)
Trench Width
74(4)
Wheel loads
76(1)
Water table
76(1)
Soil particle migration
76(1)
Voids in the embedment
77(1)
Heavy equipment
77(1)
Righid Pipe Analysis
78(5)
Three-edge bearing strength
78(1)
Bedding factors and classifications
79(1)
Installation design
79(4)
Flexible Pipe Analysis
83(26)
Installation design
83(1)
Spangler's lowa formula
84(7)
Use of the constrained soil modulus for flexible pipe design
91(4)
Deflection lag and creep
95(8)
Watkins's soil-strain theory
103(3)
Empirical method
106(3)
Pipe Design Criteria
109(19)
Performance limits
120(1)
Safety factors
121(7)
Parallel Pipes and Trenches
128(9)
Rigid Pipes
129(1)
Safety factors
129(1)
Parallel trench
129(4)
Vertical trench walls
133(1)
Sloped trench walls
133(1)
Excavation
134(3)
Analytical Methods for Predicting Performance of Buried Flexible Pipes
137(9)
Introduction
137(1)
Flexible pipe design and analysis
137(2)
Methods for predicting pipe performance
139(7)
Conclusions
146(1)
Finite Element Methods
146(32)
Introduction
146(2)
A general description of FEA solutions for buried pipe
148(2)
PIPE5 analysis procedure
150(15)
Example applications
165(12)
Summary and conclusions
177(1)
References
178(5)
Design of Pressure Pipes
183(64)
Pip Wall Stresses and Strains
183(15)
Hydrostatic Pressure
183(3)
Surge Pressure
186(6)
External loads
192(1)
Combined loading
193(2)
Longitudinal stresses
195(3)
Design Bases
198(46)
Rigid pipes
198(3)
Flexible pipes
201(37)
Thrust restraint
238(5)
Safety factors
243(1)
References
244(3)
Rigid Pipe Products
247(38)
Asbestors-Cement Pipe
247(10)
Clay Pipe
257(3)
Concrete Pipe
260(5)
Prestressed concrete cylinder pipe
260(3)
Reinforced concrete cylinder pipe
263(1)
Reinforced concrete noncylinder pipe
264(1)
Pretensioned concrete cylinder pipe
265(1)
AWWA Design of Reinforced Concrete Pressure Pipe
265(7)
Design procedure
266(1)
Design Procedure for rigid pipe (AWWA C3000and C302 types)
266(1)
Design procedure for AWWA C303 types of pipe
267(3)
Lined-cylinder pipe
270(1)
Embedded-cylinted pipe
271(1)
Indirect Methods
272(1)
Three-Edge bearing Desing Criteria
273(2)
The Direct Method
275(3)
Desing Strenghts for Concrete Pipes
278(3)
Soil-Pipe Interaction Desing and Analysis (SPIDA)
281(1)
References
282(3)
Steel and Ductile Iron Flexible Pipe Products
285(102)
Steel Pipe
285(17)
Corrugated steel pipes
285(17)
Tests on spiral ribbed pipe
302(25)
Tests on low stiffness ribbed steel pipe
309(18)
AISI Handbook
327(9)
AWWA M11, Steel Pipe---A Guide for Design and Installation
330(6)
Ductile Iron Pipe
336(32)
Testing of ductile-Iron Pipe
342(23)
Methods of design
365(3)
Prequalification Testing of Pipes Used in Underground Heating Distribution Systems
368(16)
Introduction
368(1)
Test protocol
368(16)
References
384(3)
Plastic Flexible Pipe Products
387(134)
Thermoplastic Pipe Materials
387(72)
Polyvinyl chloride
387(10)
Long-term stress relaxation and strain limit testing of PVC pipes
397(18)
Frozen-in stresses
415(3)
PVC pressure pipe
418(14)
Evaluation of PVC pipe performance
432(27)
Polyethylene (PE) Pipes
459(46)
Handling factor
461(4)
Long-term ductility of polyethylene materials
465(2)
The ESCR test
467(1)
The HDB requirement for PE
467(1)
The NCTL test
468(1)
Structural performance of buried profile-wall HDPE pipe
469(32)
Preformance limits and preliminary design recommendations for profile-wall HDPE pipes
501(4)
Acrylonitrile-Butadiene-Styrene Pipes
505(2)
Other Thermoplastic Pipes
507(1)
Thermoset Plastic pipes
508(9)
Reinforced thermosetting resin pipe
509(8)
References
517(4)
Pipe Installation and Trenchiess Technology
521(68)
Introduction
521(1)
Transportation
521(1)
Trenching
522(3)
Dewatering
525(1)
Pipe Installation
525(1)
Making the Joint
526(1)
Thrust Blocks. (see Chap. 4)
527(1)
Thrust Blocks. (see Chaps. 2 and 3)
527(1)
Bedding and Backfill
527(1)
Embedment Density
528(1)
Safety Procedures for Construction and Related Activites
528(8)
Introduction
528(1)
Pipe storage
528(1)
Shoring and bracing
529(1)
hard hats
530(1)
Lifting
530(1)
Safe distance
530(1)
Ladders
530(1)
Adequate means of treach exit
530(1)
Edge of excavation
530(1)
Falling tools
530(1)
Keep Open traffic lanes clear
530(1)
Posting barricades and warning signs
530(1)
Debris in excavation
531(1)
Heavy rains or freezing weather
531(1)
Cave-ins
531(1)
Overhanging bank
531(1)
Other utility lines
532(1)
Protective clothing
532(1)
Machines
532(1)
Work breads
532(1)
Trenching machines
532(1)
Blasting operations
533(1)
Storing explosives
534(1)
Working in confined spaces
535(1)
Trenchless Technology
536(4)
Introduction
536(1)
Design of pipe liners
537(1)
Bases for evaluation of liners
538(1)
Liners in broken casings
538(2)
Legal liability for performance
540(1)
Testing ofinsituform Pipes
540(9)
Introduction
540(3)
Procedure
543(2)
Test 1
545(3)
Results of test 1
548(1)
Test 2
549(1)
Results of test 2
549(1)
Trenchless Technology Methods
549(23)
Trenchless renewal methods
553(8)
Trenchless construction methods (TCMs)
561(11)
Microtunneling
572(15)
Jacking forces
576(2)
Joints
578(1)
Major advantages
578(1)
Major limitations
579(1)
Components of microtunnel boring machine (MTBM)
580(5)
Conclusions
585(2)
References
587(2)
Index 589
A. P. Moser is professor and associate dean at Utah State University. He is also founder and director of the Piping Systems Institute, which is a short course that helps train practicing engineers in the design of buried piping systems. He serves on piping committees of the Transportation Research Board and is the past chairman of the committee on culverts and hydraulic structures. He is a consultant to many municipalities, pipe manufacturing companies, and engineering firms. He serves on many bodies that develop codes and specifications for buried piping systems.