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El. knyga: Introduction to Geosynthetic Engineering [Taylor & Francis e-book]

(Edith Cowan University, Western Australia)
  • Formatas: 472 pages
  • Išleidimo metai: 07-Jun-2016
  • Leidėjas: CRC Press
  • ISBN-13: 9780429255403
Kitos knygos pagal šią temą:
  • Taylor & Francis e-book
  • Kaina: 281,59 €*
  • * this price gives unlimited concurrent access for unlimited time
  • Standartinė kaina: 402,26 €
  • Sutaupote 30%
  • Formatas: 472 pages
  • Išleidimo metai: 07-Jun-2016
  • Leidėjas: CRC Press
  • ISBN-13: 9780429255403
Kitos knygos pagal šią temą:

The development of the use of polymeric materials in the form of geosynthetics has brought about major changes in the civil engineering industry. Geosynthetics are available in a wide range of compositions appropriate to different applications and environments. Over the past three to four decades, civil engineers have grown increasingly interested in geosynthetics and in understanding their correct use. Simultaneously, significant advances have been made in the use of geosynthetics in civil engineering applications as well as in the areas of aquaculture, agriculture and mining engineering. These developments have occurred because of the ongoing dialogue among leading engineers and researchers from several organizations and academic institutions.

This concise introductory textbook on geosynthetics deals with the basic concepts of the subject, especially for meeting the requirements of senior undergraduate/graduate students as well as of practising engineers who have not been exposed to geosynthetics thus far. It includes recently developed fundamental concepts and new applications covering the use of polymer and other fibres in soil improvement.

About the author xi
Preface xiii
1 Basic description, functions and selection of geosynthetics 1(50)
1.1 Introduction
1(1)
1.2 Types of geosynthetics
2(8)
1.3 Basic characteristics of geosynthetics
10(1)
1.4 Raw materials for geosynthetics
11(5)
1.5 Manufacturing processes for geosynthetics
16(9)
1.6 Functions of geosynthetics
25(11)
1.6.1 Reinforcement
25(5)
1.6.2 Separation
30(2)
1.6.3 Filtration
32(1)
1.6.4 Drainage
33(1)
1.6.5 Fluid barrier
34(1)
1.6.6 Protection
34(1)
1.6.7 Other functions
35(1)
1.7 Selection
36(5)
1.8 Historical developments of geosynthetic engineering
41(1)
Chapter summary
42(1)
Questions for practice
43(4)
References
47(2)
Answers to selected questions
49(2)
2 Geosynthetics — properties, applications and design concepts 51(70)
2.1 Introduction
51(1)
2.2 Physical properties
51(4)
2.2.1 Specific gravity
52(1)
2.2.2 Unit mass
52(1)
2.2.3 Thickness
52(2)
2.2.4 Stiffness
54(1)
2.3 Mechanical properties
55(20)
2.3.1 Compressibility
55(1)
2.3.2 Tensile properties
56(10)
2.3.3 Survivability properties
66(4)
2.3.4 Soil-geosynthetic interface properties
70(5)
2.4 Hydraulic properties
75(11)
2.4.1 Geosynthetic pore (or opening) characteristics
75(1)
2.4.2 Percentage open area
76(3)
2.4.3 Permeability
79(7)
2.5 Endurance and degradation properties
86(11)
2.5.1 Creep
86(2)
2.5.2 Abrasion
88(1)
2.5.3 Long-term flow characteristics
89(2)
2.5.4 Durability
91(6)
2.6 Test and allowable properties
97(4)
2.7 Description of geosynthetics
101(1)
2.8 Application of geosynthetics
102(1)
2.9 Design concepts
102(7)
Chapter summary
109(2)
Questions for practice
111(5)
References
116(3)
Answers to selected questions
119(2)
3 Geotechnical applications of geosynthetics 121(80)
3.1 Introduction
121(1)
3.2 Retaining walls
121(19)
3.2.1 Basic description
121(5)
3.2.2 Analysis and design concepts
126(9)
3.2.3 Application guidelines
135(2)
3.2.4 Case studies
137(3)
3.3 Embankments
140(16)
3.3.1 Basic description
140(3)
3.3.2 Analysis and design concepts
143(7)
3.3.3 Application guidelines
150(3)
3.3.4 Case studies
153(3)
3.4 Shallow foundations
156(13)
3.4.1 Basic description
156(2)
3.4.2 Analysis and design concepts
158(9)
3.4.3 Application guidelines
167(1)
3.4.4 Case studies
167(2)
3.5 Slopes — stabilization
169(20)
3.5.1 Basic description
169(5)
3.5.2 Analysis and design concepts
174(5)
3.5.3 Application guidelines
179(7)
3.5.4 Case studies
186(3)
Chapter summary
189(1)
Questions for practice
190(5)
References
195(4)
Answers to selected questions
199(2)
4 Hydraulic and geoenvironmental applications of geosynthetics 201(90)
4.1 Introduction
201(1)
4.2 Filters and drains
201(22)
4.2.1 Basic description
201(5)
4.2.2 Analysis and design concepts
206(14)
4.2.3 Application guidelines
220(3)
4.3 Slopes — erosion control
223(23)
4.3.1 Basic description
223(8)
4.3.2 Analysis and design concepts
231(10)
4.3.3 Application guidelines
241(3)
4.3.4 Case studies
244(2)
4.4 Containment facilities
246(30)
4.4.1 Basic description
246(9)
4.4.1.1 Landfills
246(4)
4.4.1.2 Ponds, reservoirs and canals
250(1)
4.4.1.3 Earth dams
251(4)
4.4.2 Analysis and design concepts
255(15)
4.4.2.1 Landfills
255(10)
4.4.2.2 Ponds, reservoirs and canals
265(3)
4.4.2.3 Earth dams
268(2)
4.4.3 Application guidelines
270(2)
4.4.4 Case studies
272(4)
4.5 Tunnels
276(4)
4.5.1 Basic description
276(1)
4.5.2 Analysis and design concepts
277(1)
4.5.3 Application guidelines
278(1)
4.5.4 Case studies
279(1)
Chapter summary
280(1)
Questions for practice
281(5)
References
286(4)
Answers to selected questions
290(1)
5 Transportation applications of geosynthetics 291(54)
5.1 Introduction
291(1)
5.2 Unpaved roads
291(18)
5.2.1 Basic description
291(2)
5.2.2 Analysis and design concepts
293(13)
5.2.2.1 Reinforcement function design method (RFDM)
293(9)
5.2.2.2 Separation function design method (SFDM)
302(3)
5.2.2.3 Modified California bearing ratio (CBR) design method
305(1)
5.2.3 Application guidelines
306(2)
5.2.4 Case studies
308(1)
5.3 Paved roads
309(17)
5.3.1 Basic description
309(9)
5.3.2 Analysis and design concepts
318(3)
5.3.3 Application guidelines
321(2)
5.3.4 Case studies
323(3)
5.4 Airfield pavements and parking lots
326(1)
5.5 Railway tracks
327(10)
5.5.1 Basic description
327(3)
5.5.2 Analysis and design concepts
330(4)
5.5.3 Application guidelines
334(1)
5.5.4 Case studies
335(2)
Chapter summary
337(1)
Questions for practice
338(4)
References
342(2)
Answers to selected questions
344(1)
6 Mining, agricultural and aquacultural applications of geosynthetics 345(22)
6.1 Introduction
345(1)
6.2 Mining applications
345(8)
6.2.1 Areas of applications and types of geosynthetics
345(3)
6.2.2 Basic concepts of design, construction and application guidelines
348(5)
6.3 Agricultural and aquacultural applications
353(3)
6.4 Geosynthetic deflection profiles and strain analysis
356(5)
Chapter summary
361(1)
Questions for practice
362(2)
References
364(2)
Answers to selected questions
366(1)
7 Geosynthetic applications — general guidelines and installation survivability requirements 367(34)
7.1 Introduction
367(1)
7.2 Care and consideration
367(1)
7.3 Geosynthetic selection
368(1)
7.4 Identification and inspection
369(1)
7.5 Sampling and test methods
370(1)
7.6 Protection before installation
371(1)
7.7 Site preparation
372(1)
7.8 Geosynthetic installation
373(1)
7.9 Joints/seams
374(6)
7.10 Cutting of geosynthetics
380(1)
7.11 Protection during construction and service life
380(3)
7.12 Damage assessment and correction
383(1)
7.13 Anchorage
384(1)
7.14 Prestressing
385(1)
7.15 Maintenance
385(1)
7.16 Certification
386(1)
7.17 Handling the refuse of geosynthetics
386(1)
7.18 Installation survivability requirements
386(9)
Chapter summary
395(1)
Questions for practice
396(2)
References
398(1)
Answers to selected questions
399(2)
8 Quality, performance monitoring and economic evaluation 401(24)
8.1 Introduction
401(1)
8.2 Quality and its evaluation
401(5)
8.3 Field performance monitoring
406(6)
8.4 Concepts of economic evaluation
412(2)
8.5 Experiences of cost analysis
414(4)
Chapter summary
418(1)
Questions for practice
419(3)
References
422(1)
Answers to selected questions
423(2)
9 Fibre-reinforced soils 425(26)
9.1 Introduction
425(1)
9.2 Basics of fibre-reinforced soil and phase concepts
426(5)
9.3 Behaviour of fibre-reinforced soils
431(5)
9.4 Basic reinforcement models
436(7)
9.4.1 Waldron model
436(1)
9.4.2 Gray and Ohashi model
437(1)
9.4.3 Mahar and Gray model
438(1)
9.4.4 Shukla, Sivakugan and Singh (SSS) model
439(4)
9.5 Field application areas and guidelines
443(2)
Chapter summary
445(1)
Questions for practice
445(2)
References
447(2)
Answers to selected questions
449(2)
Subject index 451
Sanjay Kumar Shukla is an Associate Professor of Civil Engineering and the Founding Program Leader of the Discipline of Civil Engineering at the School of Engineering, Edith Cowan University, Perth, Australia. He has over twenty years' teaching, research and consultancy experience in the field of Geotechnical and Geosynthetic Engineering. He has authored more than 115 research papers and technical articles including over 70 refereed journal publications. He is also an author/editor of 5 popular books and 12 book chapters. He is a fellow of the Engineers Australia, a life fellow of the Institution of Engineers (India) and the Indian Geotechnical Society, a member of the American Society of Civil Engineers (ASCE) and the International Geosynthetics Society, and a life member of the Indian Roads Congress, the Indian Society for Rock Mechanics and Tunnelling Technology, the Indian Society for Technical Education, and the Coal Ash Institute of India. He was Founding Honorary Secretary of the Indian Geotechnical Society, Varanasi Chapter, from 2005 to 2007, and its Chairman from 2007 to 2009.