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Deep Excavations in Soil [Kietas viršelis]

(AECOM, Hong Kong)
  • Formatas: Hardback, 258 pages, aukštis x plotis: 234x156 mm, weight: 508 g, 24 Line drawings, black and white; 2 Halftones, black and white; 26 Illustrations, black and white
  • Išleidimo metai: 05-Aug-2020
  • Leidėjas: CRC Press
  • ISBN-10: 036731360X
  • ISBN-13: 9780367313609
Kitos knygos pagal šią temą:
  • Formatas: Hardback, 258 pages, aukštis x plotis: 234x156 mm, weight: 508 g, 24 Line drawings, black and white; 2 Halftones, black and white; 26 Illustrations, black and white
  • Išleidimo metai: 05-Aug-2020
  • Leidėjas: CRC Press
  • ISBN-10: 036731360X
  • ISBN-13: 9780367313609
Kitos knygos pagal šią temą:
"This book describes all aspects of how deep excavations in soil are created that are essential for constructing underground metro systems and deep basements in urban areas. A comprehensive description of the activities is given from initial planning, through the stages of design and construction, and ending with resolution of any contractual disputes. Examples are cited from completed projects spanning 50 years and, for inquiring minds, there are many references for further insight. Written in plain English, readers will appreciate how these modern engineering marvels are created and gain insight into the entire inter-related engineering activities that are involved. It also serves to inform advanced students and practicing engineers about everything that they may come across and need to know about deep excavations including lessons to be learned from many years of experience"--

The book describes the theory and current practices for design of earth lateral support for deep excavations in soil. It addresses basic principles of soil mechanics and explains how these principles are embodied in design methods including hand calculations. It then introduces the use of numerical methods including the fundamental “beam on springs” models, and then more sophisticated computer programmes which can model soil as a continuum in two or three dimensions. Constitutive relationships are introduced that are in use for representing the behaviour of soil including a strain hardening model, and a Cam Clay model including groundwater flow and coupled consolidation.

These methods are illustrated by reference to practical applications and case histories from the author’s direct experience, and some of the pitfalls that can occur are discussed. Theory and design are strongly tied to construction practice, with emphasis on monitoring the retaining structures and movement of surrounding ground and structures, in the context of safety and the Observational Method. Examples are presented for conventional “Bottom-up” and “Top-down” sequences, along with hybrid sequences giving tips on how to optimise the design and effect economies of cost and time for construction. It is written for practising geotechnical, civil and structural engineers, and especially for senior and MSc students.

Acknowledgements xi
Author biography xii
List of abbreviations
xiii
1 What are deep excavations?
1(4)
References
4(1)
2 How deep excavations are created
5(57)
2.1 Types of earth lateral support
6(16)
2.1.1 Driven steel sheet piling
6(1)
2.1.2 King posts and lagging
7(1)
2.1.3 Contiguous bored pile walls
8(3)
2.1.4 Secant piled walls
11(1)
2.1.5 Diaphragm walls
12(5)
2.1.6 Hand-dug caissons
17(1)
2.1.7 Sprayed concrete and soil nails
18(1)
2.1.8 Selection of type of wall
19(1)
2.1.9 Bracing
19(3)
2.2 Sequences of construction
22(6)
2.2.1 Bottom-up sequence of construction
22(3)
2.2.2 Top-down sequence of construction
25(2)
2.2.3 Hybrid sequences of construction
27(1)
2.2.4 Advantages and disadvantages of the methods
27(1)
2.3 Basic theory
28(1)
2.3.1 Strength of soil
29(30)
2.3.2 Measurement of strength of soil
33(7)
2.3.3 Stiffness of soil
40(1)
2.3.4 Coefficient of subgrade reaction
41(3)
2.3.5 Soil pressure
44(1)
2.3.6 Limiting pressures
45(4)
2.3.7 Development of lateral soil pressure
49(1)
2.3.8 Numerical modelling
50(3)
2.3.9 Factors of safety
53(2)
2.3.10 Soil/structure interaction
55(4)
References
59(3)
3 Design
62(76)
3.1 Design process
62(5)
3.1.1 First computer programs
63(1)
3.1.2 Continuum models
64(3)
3.2 Ground water
67(6)
3.2.1 The need to control ground water
67(1)
3.2.2 Joints between wall panels
67(2)
3.2.3 Seepage below walls
69(1)
3.2.4 Control of ground water seepage
70(2)
3.2.5 Keeping the site dry
72(1)
3.3 Protection of nearby buildings and utilities
73(4)
3.4 Monitoring during construction
77(3)
3.5 The Observational Method
80(2)
3.6 Geological risk
82(12)
3.6.1 Geological risks are high
82(2)
3.6.2 Mitigation of geological risk during planning
84(1)
3.6.3 Mitigation of risk by ground investigation
85(1)
3.6.4 Mitigation of risk during design
86(2)
3.6.5 Mitigation of risk in conditions of contract
88(2)
3.6.6 Mitigation of risk at time of tendering
90(1)
3.6.7 Changing practices on sharing risk
91(1)
3.6.8 Risk in contractual arrangements
92(1)
3.6.9 Mitigation of risk during construction
93(1)
3.7 Regulatory control of public safety
94(3)
3.8 Planning the works
97(8)
3.8.1 Desk study
98(1)
3.8.2 Site-specific investigation
99(2)
3.8.3 Procedures
101(1)
3.8.4 Select structural form
102(3)
3.9 Design
105(19)
3.9.1 Design standards
106(4)
3.9.2 Design considerations
110(2)
3.9.3 Structural members
112(1)
3.9.4 Slopes and berms
113(1)
3.9.5 Soil to wall contact
113(1)
3.9.6 Bulk excavation
114(1)
3.9.7 Retaining walls
115(1)
3.9.8 Seismicity
116(6)
3.9.9 Contract period
122(1)
3.9.10 Tips about detailing
123(1)
3.10 Codes of practice
124(5)
3.10.1 Standards and codes of practice
124(1)
3.10.2 Factor of safety approach
125(1)
3.10.3 Limit state approach
125(2)
3.10.4 Partial factor design
127(2)
3.11 Checking
129(3)
3.11.1 Checking designs
129(2)
3.11.2 Peer reviews
131(1)
3.11.3 Legal liability
132(1)
3.12 Programming activities for construction
132(1)
References
132(6)
4 Contracts and construction
138(17)
4.1 Contracts
138(6)
4.1.1 Forms of contract
138(1)
4.1.2 Extent of contract
139(2)
4.1.3 Contractor's all geotechnical risks contract
141(1)
4.1.4 Towards equitable sharing of risks
142(2)
4.1.5 New forms of contract
144(1)
4.2 Construction
144(7)
4.2.1 Manuals
145(1)
4.2.2 Insurance and bonds
145(1)
4.2.3 Site security and safety
145(1)
4.2.4 Site accommodation
146(1)
4.2.5 Enabling works
146(1)
4.2.6 Main work
147(1)
4.2.7 Sub-contractors
148(1)
4.2.8 Site staff
148(1)
4.2.9 Records
149(1)
4.2.10 Statutory duties
150(1)
4.3 Claims and resolution
151(2)
4.3.1 Claims
151(1)
4.3.2 Resolution
152(1)
References
153(2)
5 Current practices, problems and the future
155(83)
5.1 Current practices
155(20)
5.1.1 Site selection
155(1)
5.1.2 Site investigation and ground investigation
156(7)
5.1.3 Laboratory testing
163(1)
5.1.4 Computers
164(1)
5.1.5 Risk
165(2)
5.1.6 Control
167(1)
5.1.7 Monitoring
167(2)
5.1.8 The devil is in the detailing
169(3)
5.1.9 Testing
172(2)
5.1.10 Resolution of disputes
174(1)
5.2 What can go wrong
175(35)
5.2.1 Lessons
175(4)
5.2.2 Classical collapses
179(4)
5.2.3 Collapses of deep excavations
183(17)
5.2.4 Ground water control
200(1)
5.2.5 Protection of adjacent structures
201(2)
5.2.6 How much rock will be encountered when excavating for diaphragm walls?
203(2)
5.2.7 Wrong use of computer programs
205(2)
5.2.8 Wrong information
207(1)
5.2.9 Waterproofing
208(2)
5.3 What can go right
210(21)
5.3.1 Good engineering
210(12)
5.3.2 Good projects and good planning
222(2)
5.3.3 Dealing with geological risk
224(7)
5.4 What next
231(3)
5.4.1 More deep excavations
231(1)
5.4.2 Expanding technology
232(1)
5.4.3 Learning from previous experience
232(1)
5.4.4 New machines, new materials
233(1)
5.4.5 Complexity
234(1)
References
234(4)
Afterword 238(1)
Index 239
John Endicott is an AECOM Fellow. Since receiving his PhD in modeling slope deformation in 1970 he has have worked on a wide range of Civil Engineering projects. Most of his career has been based in Hong Kong. He was Design Director for the Hong Kong Airport 1240 ha site preparation and other land reclamations, and he has worked on over a hundred underground railway stations and has extensive experience on many, water, road and rail tunnels, basements, foundations, slopes. He pioneered the use of numerical modelling for deep excavations with the first diaphragm wall computer programme for Maunsell in 1976, and the first use of FLAC for a Private Building in Hong Kong in 1986.

He is a past Lumb lecturer at University of Hong Kong, and is also an Adjunct Professor running part-time MSc programmes at Hong Kong University of Science and Technology and at University of Hong Kong, and is a Fellow Commoner at St Catharine's College Cambridge.