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E-raamat: Centrifuge Modelling for Civil Engineers

(University of Cambridge, UK)
  • Formaat: 324 pages
  • Ilmumisaeg: 06-Sep-2017
  • Kirjastus: CRC Press
  • Keel: eng
  • ISBN-13: 9781351988841
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  • Formaat: 324 pages
  • Ilmumisaeg: 06-Sep-2017
  • Kirjastus: CRC Press
  • Keel: eng
  • ISBN-13: 9781351988841
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Preface The first time I ever heard the word centrifuge modelling was during the late afternoon lectures given by Prof Chandrasekaran at the Indian Institute of Technology, Bombay. The course was about finite element methods in geomechanics but Prof Chandrasekaran would philosophise that if we wanted real understanding of the failure mechanisms we should really be doing centrifuge modelling. On my arrival in Cambridge Prof Andrew Schofield drove me to the centrifuge centre to show the beam and drum centrifuges. In those days I was still an ardent numerical modeller so I was looking for the big main frame computers. Only a year later did I slowly realise the unique opportunity centrifuge modelling provides and started my first centrifuge tests on towerstructures subjected to earthquake loading. Over the last 25 years I have been involved in a wide variety of centrifuge tests and often complement them with numerical analysis. This combination of centrifuge modelling to clarify mechanisms and use of centrifuge data to verify numerical procedures is a powerful one and is reflected in this book. The origins of this book took shape from my lecture course that introduces new research students to centrifuge modelling. It also benefits from the various short courses I gave at IIT Bombay with support from the Royal Society, UK and the Department of Science and Technology, India and the training course offered at IFSTTAR centrifuge facility in Nantes, France under the EU funded SERIES project. I felt that thereis a need for a book which makes the principles of centrifuge modelling, the scaling laws and the techniques used accessible to practising civil engineers-- The textbook reflects Madabhushis experience with centrifuge modeling to clarify mechanisms and using centrifuge data to verify numerical procedures. He introduces graduate students and practitioners in civil engineering to the principles of centrifuge modeling, the scaling laws, and the techniques used. Among his topics are modern geotechnical engineering design in civil engineering, error and limitations in centrifuge modeling, centrifuge data acquisition systems, modeling shallow foundations, modeling the construction sequences, and dynamic centrifuge modeling. Annotation ©2014 Ringgold, Inc., Portland, OR (protoview.com) Solve Complex Ground and Foundation ProblemsPresenting more than 25 years of teaching and working experience in a wide variety of centrifuge testing, the author of Centrifuge Modelling for Civil Engineers fills a need for information about this field. This text covers all aspects of centrifuge modelling. Expertly explaining the basic principles, the book makes this technique accessible to practicing engineers and researchers.Appeals to Non-Specialists and Specialists AlikeCivil engineers that are new to the industry can refer to this material to solve complex geotechnical problems. The book outlines a generalized design process employed for civil engineering projects. It begins with the basics, and then moves on to increasingly complex methods and applications including shallow foundations, retaining walls, pile foundations, tunnelling beneath existing pile foundations, and assessing the stability of buildings and their foundations following earthquake-induced soil liquefaction. It addresses the use of modern imaging technique, data acquisition, and modelling techniques. It explains the necessary signal processing tools that are used to decipher centrifuge test data, and introduces the reader to the specialist aspects of dynamic centrifuge modelling used to study dynamic problems such as blast, wind, or wave loading with emphasis on earthquake engineering including soil liquefaction problems.Introduces the equipment and instrumentation used in centrifuge testingPresents in detail signal processing techniques such as smoothing and filteringProvides example centrifuge data that can be used for sample analysis and interpretationCentrifuge Modelling for Civil Engineers effectively describes the equipment, instrumentation, and signal processing techniques required to make the best use of the centrifuge modelling and test data. This text benefits graduate students, researchers, and practicing civil engineers involved with geotechnical issues.

Arvustused

"The author, who is the current Director of the Schofield Centre, has summarised his experience of over 25 years and the wealth of knowledge in this specialist area accumulated at that institution into this book. Traditionally imparted exclusively for institutions with research centres of excellence in centrifuge modelling, this book makes this knowledge and know-how of modern geotechnical centrifuge modelling technology readily accessible to the wider civil engineering community graduate students would find it an essential reference when embarking on their centrifuge modelling research. Practicing engineers who wish to learn about centrifuge modelling or who are about to launch into solving complex geotechnical problems would find this book readable and informative. Certainly, a worthwhile investment" Proceedings of the Institution of Civil Engineers

"This book will be very useful for research students. In most of the other books, very few topics are covered related to centrifuge modelling. However, in this book, a lot of important topics such as basic principles, limitation of centrifuge modelling, sample preparation, in-flight sample property determination, data acquisition, and applications in various areas are discussed. In this respect, the book is a complete package to researchers in this area as well as civil engineers who are keen to learn advanced physical modelling techniques." Dr. Pradipta Chakrabortty, Indian Institute of Technology Patna

"It is written in an engaging and accessible manner that will be particularly useful in making non-specialists aware of the benefits and applicability of centrifuge modelling to problems of geotechnics and soil-structure interaction. In this way, I believe it will play an important role in increasing the visibility of the technique and its use by the civil engineering industry." Jonathan Knappett, University of Dundee, UK

Foreword xiii
Preface xv
Acknowledgements xix
Author xxi
A historical perspective xxiii
1 Modern geotechnical engineering design in civil engineering 1(6)
1.1 Introduction
1(2)
1.2 Complex role of geotechnical engineers
3(2)
1.2.1 Traditional safety factor-based design
4(1)
1.2.2 Performance-based design
4(1)
1.3 Role of centrifuge modelling
5(2)
1.3.1 Use of centrifuge modelling in safety factor-based designs
5(1)
1.3.2 Use of centrifuge modelling in performance-based designs
5(2)
2 Need for numerical and physical modelling 7(16)
2.1 Introduction
7(1)
2.2 Use of numerical modelling in foundation design
8(4)
2.3 Need for physical modelling
12(2)
2.4 Benefits of centrifuge modelling
14(1)
2.5 Benefits of numerical modelling
15(1)
2.6 Complementarity of centrifuge modelling and numerical modelling
16(5)
2.6.1 Comparison of centrifuge data with results from FE analysis
18(1)
2.6.2 Deformed shape and horizontal stresses
19(2)
2.7 Summary
21(2)
3 Uniform circular motion 23(10)
3.1 Introduction
23(1)
3.2 Uniform circular motion
24(2)
3.3 Basic definitions: centripetal and centrifugal forces
26(1)
3.4 Use of polar coordinates in uniform circular motion
27(3)
3.5 Coriolis force and Euler force
30(1)
3.6 Summary
31(2)
4 Principles of centrifuge modelling 33(20)
4.1 Introduction to centrifuge modelling
33(1)
4.2 Principles of centrifuge modelling
34(3)
4.3 Concepts of a field structure, prototype and the centrifuge model
37(2)
4.4 Scaling laws in centrifuge modelling
39(8)
4.4.1 Derivation of simple scaling laws
39(1)
4.4.2 Scaling law for time of consolidation
40(3)
4.4.3 Scaling law for seepage velocity
43(1)
4.4.4 Force, work and energy
44(3)
4.5 Modelling of models
47(3)
4.5.1 Centrifuge testing of shallow foundations
48(1)
4.5.2 Bearing capacity
49(1)
4.6 Summary
50(1)
4.7 Examples
50(3)
5 Geotechnical centrifuges: Some design considerations 53(16)
5.1 Introduction to geotechnical centrifuges
53(1)
5.2 Beam centrifuges
54(8)
5.2.1 Examples of beam centrifuges
55(4)
5.2.1.1 The Turner beam centrifuge at Cambridge
55(1)
5.2.1.2 The University of California, Davis, centrifuge
56(2)
5.2.1.3 U.S. Army Corps of Engineers centrifuge
58(1)
5.2.1.4 National Geotechnical Centrifuge Facility at Indian Institute of Technology, Bombay
58(1)
5.2.2 Size implications
59(3)
5.3 Drum centrifuges
62(6)
5.3.1 Examples of drum centrifuges
62(5)
5.3.1.1 Two-meter diameter drum centrifuge at Cambridge
62(1)
5.3.1.2 Cambridge mini-drum centrifuge
63(3)
5.3.1.3 Drum centrifuge at ETH Zurich
66(1)
5.3.1.4 Drum centrifuge at the University of Western Australia
66(1)
5.3.2 Classes of experiments suitable for drum centrifuges
67(1)
5.4 Summary
68(1)
6 Errors and limitations in centrifuge modelling 69(16)
6.1 Introduction
69(1)
6.2 Variation in gravity field
69(5)
6.3 Radial gravity field
74(3)
6.4 Particle size effects
77(1)
6.5 Strain rate effects
78(1)
6.6 Coriolis accelerations
79(4)
6.7 Summary
83(2)
7 Centrifuge equipment 85(26)
7.1 Model containers
85(5)
7.1.1 Containers for one-dimensional models
86(1)
7.1.2 Containers for two-dimensional plane strain models
87(1)
7.1.3 Containers for three-dimensional models
88(2)
7.2 Model preparation techniques
90(9)
7.2.1 Air pluviation of sand samples
90(3)
7.2.2 Saturation of sand models
93(1)
7.2.3 Consolidation of clay samples
94(3)
7.2.4 Downward hydraulic gradient method of consolidation
97(2)
7.3 In-flight actuators
99(2)
7.3.1 One-dimensional actuator
99(1)
7.3.2 Multi-axis actuators
99(2)
7.4 In-flight soil characterization techniques
101(9)
7.4.1 Miniature cone penetrometer
102(1)
7.4.2 Air hammer setup
103(1)
7.4.3 Seismic cone penetrometer
104(2)
7.4.4 Bender elements
106(4)
7.5 Summary
110(1)
8 Centrifuge instrumentation 111(20)
8.1 Introduction
111(1)
8.2 Types of instruments
112(11)
8.2.1 Pore pressure measurement
112(2)
8.2.2 Displacement measurement
114(2)
8.2.3 Acceleration measurement
116(2)
8.2.4 Force/load measurement
118(1)
8.2.5 Bending moment and shear force measurement
119(2)
8.2.6 Inclinometers
121(1)
8.2.7 Earth pressure measurement
121(2)
8.3 Deformation measurement
123(7)
8.3.1 Digital imaging
123(2)
8.3.2 Particle image velocimetry
125(5)
8.4 Summary
130(1)
9 Centrifuge data acquisition systems 131(26)
9.1 Introduction
131(1)
9.2 Analog to digital conversion
132(1)
9.3 Fundamentals of digital data logging
133(3)
9.3.1 Precision
134(1)
9.3.2 Amplification
134(1)
9.3.3 Sampling rate
135(1)
9.4 Electrical noise
136(1)
9.5 Time and frequency domains
137(4)
9.6 Signal-to-noise ratio
141(1)
9.7 Aliasing and Nyquist frequency
142(3)
9.7.1 Aliasing
142(1)
9.7.2 Nyquist frequency
143(2)
9.8 Filtering
145(9)
9.8.1 Analog filtering
145(2)
9.8.2 Digital filtering
147(47)
9.8.2.1 Smoothing functions
148(1)
9.8.2.2 Turning frequency and 3-dB point
149(1)
9.8.2.3 Higher-order digital filters
150(4)
9.9 Summary
154(1)
Applications
155(2)
10 Shallow foundations 157(16)
10.1 Introduction
157(1)
10.2 Bearing capacity of shallow foundations
158(2)
10.3 Modelling of a shallow foundation in a laboratory
160(3)
10.4 Centrifuge modelling of shallow foundations
163(5)
10.5 Modelling of models
168(4)
10.6 Summary
172(1)
11 Retaining walls 173(16)
11.1 Introduction
173(1)
11.2 Retaining wall models at laboratory scale
174(2)
11.3 Simulating retaining walls in a centrifuge
176(2)
11.4 Centrifuge testing of cantilever retaining walls
178(3)
11.5 Anchored retaining walls
181(1)
11.6 Centrifuge testing of L-shaped walls
181(4)
11.7 Centrifuge modelling of propped walls
185(2)
11.8 Summary
187(2)
12 Pile foundations 189(18)
12.1 Introduction
189(2)
12.2 Laboratory testing of pile foundations
191(3)
12.3 Centrifuge modelling of pile foundations
194(2)
12.3.1 Wished-in-place piles
195(1)
12.3.2 Piles driven in-flight
196(1)
12.4 Centrifuge modelling of pile installation
196(2)
12.5 Centrifuge modelling of laterally loaded piles
198(2)
12.6 Centrifuge modelling of tension piles
200(1)
12.7 Negative skin friction in piles
201(1)
12.8 Large-diameter monopiles
202(3)
12.9 Summary
205(2)
13 Modelling the construction sequences 207(22)
13.1 Advanced centrifuge modelling
207(1)
13.2 Construction sequence modelling
208(1)
13.3 Modelling of staged excavations in front of a retaining wall
209(3)
13.4 Modelling the interaction between a retaining wall and a building
212(2)
13.5 Influence of diaphragm walls on a pile foundation
214(3)
13.6 Modelling of propped retaining wall
217(3)
13.7 Tunneling below an existing pile foundation
220(2)
13.8 Tunneling below existing pipelines
222(3)
13.9 Tunneling below a masonry structure
225(2)
13.10 Summary
227(2)
14 Dynamic centrifuge modelling 229(46)
14.1 Modelling of dynamic events
229(1)
14.2 Dynamic scaling laws
230(3)
14.2.1 Scaling law for frequency
232(1)
14.2.2 Scaling law for velocity
232(1)
14.2.3 Scaling law for time
232(1)
14.3 Discrepancies between general and dynamic scaling laws
233(4)
14.3.1 Use of viscous pore fluid
234(1)
14.3.2 Change of soil permeability
235(2)
14.4 Earthquake simulation in centrifuges
237(12)
14.4.1 Mechanical earthquake actuators
237(3)
14.4.2 Servo-hydraulic earthquake actuators
240(5)
14.4.3 Model containers
245(4)
14.5 Saturation of centrifuge models
249(4)
14.6 Centrifuge modelling of the dynamic soil-structure interaction problems
253(5)
14.6.1 Tower-soil interaction
253(1)
14.6.2 Tunnel-soil interaction
254(3)
14.6.3 Rocking of shallow foundations
257(1)
14.7 Centrifuge modelling of liquefaction problems
258(15)
14.7.1 Piles passing through liquefiable soils
259(5)
14.7.2 Nuclear reactor building interaction with soil
264(2)
14.7.3 Floatation of tunnels
266(4)
14.7.4 Vertical drains to protect against liquefaction
270(2)
14.7.5 Propped retaining walls
272(1)
14.8 Summary
273(2)
References 275(10)
Subject Index 285
Dr Gopal Madabhushi is a professor of civil engineering at the University of Cambridge, UK and the director of the Schofield Centre. He has over 25 years of experience in the area of soil dynamics and earthquake engineering. His expertise extends from dynamic centrifuge modelling to the time domain finite element analyses of earthquake engineering problems, and has an active interest in the areas of soil liquefaction, soil-structure interaction, and liquefaction-resistant measures and their performances. Among other works he authored the geotechnical chapters in the book Seismic Design of buildings to Eurocode 8 (also published by Taylor & Francis).