Introduction to soil mechanics:
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| Main Authors: | , |
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| Format: | Book |
| Language: | English |
| Published: |
Chichester
Wiley Blackwell
2013
|
| Edition: | 1. publ. |
| Subjects: | |
| Online Access: | Klappentext Inhaltsverzeichnis |
| Physical Description: | XXI, 586 S. Ill., graph. Darst. |
| ISBN: | 9780470659434 |
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| 100 | 1 | |a Bodó, Béla |e Verfasser |0 (DE-588)1038104319 |4 aut | |
| 245 | 1 | 0 | |a Introduction to soil mechanics |c Béla Bodó and Colin Jones |
| 250 | |a 1. publ. | ||
| 264 | 1 | |a Chichester |b Wiley Blackwell |c 2013 | |
| 300 | |a XXI, 586 S. |b Ill., graph. Darst. | ||
| 336 | |b txt |2 rdacontent | ||
| 337 | |b n |2 rdamedia | ||
| 338 | |b nc |2 rdacarrier | ||
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| 700 | 1 | |a Jones, Colin |e Verfasser |0 (DE-588)1038104793 |4 aut | |
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| 856 | 4 | 2 | |m Digitalisierung UB Bayreuth - ADAM Catalogue Enrichment |q application/pdf |u http://bvbr.bib-bvb.de:8991/F?func=service&doc_library=BVB01&local_base=BVB01&doc_number=025271346&sequence=000004&line_number=0002&func_code=DB_RECORDS&service_type=MEDIA |3 Inhaltsverzeichnis |
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| _version_ | 1804149476157292544 |
|---|---|
| adam_text | Contents
Preface
xii
Dedication and Acknowledgments
xiii
List of Symbols
xiv
1
Soil Structure
1
1
2
3
3
6
7
8
8
9
10
10
11
12
18
20
21
26
27
27
28
28
30
35
Supplementary problems for Chapter
1 39
Classification of Cohesive Soils
43
2.1
Atterberg Limits
43
2.1.1
Liquid Limit (LL)
43
2.1.2
Plastic Limit
48
2.1.3
Shrinkage Limit
50
2.1.4
Swelling of cohesive soils
56
2.1.5
Saturation Limit (Z%)
56
2.1.6
Relationship between the limits
57
2.1.7
Linear shrinkage and swelling
59
2.2
Consistency indices
64
2.2.1
Plasticity index (PI)
64
Soil
Structure
1.1
Volume relationships
1.1.1
Voids ratio (e)
1.1.2
Porosity (n)
1.1.3
Degree of saturation (S
)
1.2
We
ig
ht-
vol ume
relationships
1.2.1
Bulk densities
1.2.2
Dry densities
1.2.3
Saturated densities
1.2.4
Submerged densities
(/ )
1.2.5
Density of solids (ys)
1.2.6
Specific gravity (Gs)
1.2.7
Moisture content (m)
1.2.8
Partially saturated soil
1.2.9
Relative density (D
)
1.3
Alteration of soil structure by compaction
1.3.1
Laboratory compaction tests
1.3.2
Practical considerations
1.3.3
Relative compaction (Cr)
1.3.4
Compactive effort
1.3.5
Under- and overcompaction
1.3.6
Site tests of compaction
1.4
California bearing ratio
(CBR)
test
1.5
The
0
/cnometer
vi
■ Contents
2.2.2
Relative
consistency
index
(RI)
64
2.2.3
Liquidity index (LI)
64
2.3
Classification of soils by particle size
69
2.3.1
Sieve analysis
69
2.3.2
Uniformity coefficient (U)
73
2.3.3
Filter design
74
2.3.4
Typical problems
77
2.3.5
Combination of materials
78
2.3.6
Sedimentation tests
85
Supplementary problems for Chapter
2 91
3
Permeability and Seepage
92
93
94
96
96
98
102
102
104
106
107
108
109
111
111
113
114
114
115
119
121
128
129
Supplementary problems for Chapter
3 135
4
Pressure at Depth Due to Surface Loading
139
4.1
Concentrated point load
140
4.2
Concentrated line load
142
4.3
Uniform strip loading (Michell s solution)
144
4.4
Bulb of pressure diagrams
147
4.5
Vertical pressure under triangular strip load
151
4.6
Vertical pressure under circular area
156
4.7
Rectangular footing
159
4.8
Footings of irregular shape
163
4.9
Pressure distribution under footings 167
4.9.1
Influence of footing
167
4.9.2
Influence of loading
170
4.10
Linear dispersion of pressure
170
Supplementary problems for Chapter
4 173
3.1
Coefficient of permeability (k)
3.2
Seepage velocity (us)
3.3
Determination of the value of
к
3.3.1
Constant head test
3.3.2
Falling head test
3.4
Field
pumping tests
3.4.1
Unconfined layer
3.4.2
Radius of influence (f?)
3.4.3
Confined layer under artesian pressure
(σΑ)
3.5
Permeability of stratified soil
3.6
Flow
nets
3.6.1
Flow lines (FL)
3.6.2
Head loss in a flow channel
3.6.3
Equipotential lines (EPL)
3.6.4
Flow net construction
3.6.5
Application of flow nets
3.6.6
Seepage flowrate
(0)
3.6.7
Seepage pressure
3.6.8
Seepage force (S)
3.7
Erosion due to seepage
3.8
Prevention of piping
3.9
Flow
net for earth dams
Contents ■
vii
5
Effective Pressure
(σ)
175
5.1
Unloaded state
175
5.2
Loaded state
177
5.3
Flooded state
180
5.4
Types of problem
182
5.5
Effect of seepage on shallow footings
194
5.6
Ground water lowering (at atmospheric pressure)
195
5.7
Reduction of artesian pressure
196
5.8
Capillary movement of water
199
5.8.1
Equilibrium moisture content (mE)
204
5.8.2
Soil suction (Ss)
208
Supplementary problems for Chapter
5 214
6
Shear Strength of Soils
219
6.1
Coulomb-Mohr Theory
220
6.1.1
Stresses on the plane of failure
221
6.1.2
Friction and cohesion
223
6.1.3
Apparent cohesion
224
6.2
Stress path
224
6.2.1
Stress path failure envelope
225
6.2.2
Variation of stress path
231
6.3
Effect of saturation
234
6.3.1
Effective Mohr s circle
234
6.3.2
Effective stress path (ESP)
234
6.4
Measurement of shear strength
238
6.4.1
Triaxial
tests
238
6.4.2
Variation of pore pressure
240
6.4.3
Total excess pore pressure
241
6.4.4
Unconsolidated-undrained tests
242
6.4.5
Ouick-undrained test
248
6.4.6
Consolidated-undrained (CU) test
250
6.4.7
Consolidated-drained (CD) test
252
6.4.8
Unconfined compression strength of clays
253
6.4.9
Standard shear box test
256
6.4.10
The Vane shear test
259
6.4.11
Residual shear strength
261
6.5
Thixotropy of clay
263
6.6
Undrained cohesion and overburden pressure
263
Supplementary problems for Chapter
6 265
7
Consolidation and Settlement
268
7.1
Consolidation
268
7.2
The pressure-voids ratio curve
270
7.2.1
Analytical solution
270
7.2.2
Equation of the
σ
-e
curve
271
7.2.3
Alternative conventional procedure
274
7.2.4
Graphical solution
276
7.3
Forms of the
σ
-e
curve
279
7.3.1
Normally consolidated clay
280
viii
■ Contents
7.3.2
Overconsolidated
clays
280
7.4
Coefficient of compressibility (av)
281
7.5
Coefficient of volume change (mv)
282
7.5.1
Voids ratio method
282
7.5.2
Direct method
282
7.6
Estimation of settlement
284
7.6.1
Voids ratio method
286
7.6.2
Method using mv
288
7.6.3
Direct method
289
7.7
Rate of consolidation
291
7.7.1
Variation of excess pore pressure
with time
292
7.7.2
Typical pore pressure distributions
293
7.7.3
Estimation of time
294
7.7.4
Coefficient of consolidation (cv)
295
7.8
Pore pressure
isochrones 301
7.8.1
Average percentage consolidation
302
7.9
Coefficient of permeability (k)
310
7.10
Time from similarity
310
7.11
Total settlement
311
7.11.1
Initial compression
311
7.11.2
Primary consolidation
311
7.11.3
Secondary consolidation
312
Supplementary problems for Chapter
7 314
8
Lateral Earth Pressure
319
8.1
Resistance to active expansion
320
8.2
The value of Ko
321
8.3
Stress path representation
322
8.4
Rankine s theory of cohesionless soil
324
8.4.1
Stress path representation
(Lambe)
330
8.5
Rankine-Bell theory for
с-ф
soil
334
8.5.1
Tension cracks
335
8.5.2
Effect of surcharge (QkN/m) on z0
336
8.5.3
Water in the cracks only
336
8.6
Rankine-Bell theory for c-soil
336
8.7
Pressure-force and its line of action
336
8.7.1
Triangular diagram for uniform soil
337
8.7.2
Triangular diagram for water
337
8.7.3
Rectangular diagram for surcharge only
338
8.8
Wall supporting sloping surface
342
8.9
General formulae for
с-ф
soil
342
8.9.1
Active case
343
8.9.2
Passive case (with surcharge)
345
8.10
Formulae for pure clay
(0 = 0) 349
8.11
Height of unsupported clay
350
8.12
Wedge theories
350
8.12.1
Procedure for cohesionless soil
351
Contents ■ ix
8.12.2
Procedure
for cohesive soil
355
8.12.3
Point of application of
Ρ (χ)
359
8.12.4
Effect of static water table
360
8.13
Stability of retaining walls
360
8.13.1
Gravity walls
360
8.13.2
Cantilever walls
361
8.13.3
Buttress and counterfort waifs
361
8.13.4
Stability check
362
8.14
Sheet piles
368
8.14.1
Cantilever sheet pile walls
369
8.14.2
Factor of safety
370
8.14.3
Bending of sheet piles
374
8.14.4
Sheet pile in cohesive soils
375
8.15
Anchored sheet pile walls
375
8.15.1
Free-earth support method
376
8.15.2
Fixed-earth support method
384
8.15.3
Anchorage
390
8.15.4
Length of tie rod (L)
390
8.15.5
Stability of anchors
390
8.16
Effect of ground water
393
8.17
Stability of deep trenches
400
8.17.1
Horizontal bracing
400
8.18
Bentonite
slurry support
406
8.18.1
Trench in clay
407
8.18.2
Trench in sand
408
Supplementary problems for Chapter
8 413
9
Bearing Capacity of Soils
42O
9.1
Terminology
420
9.1.1
Foundation pressure
(σ)
420
9.1.2
Net foundation pressure
(ση)
421
9.1.3
Effective overburden pressure
{σ ο)
421
9.1.4
Ultimate bearing capacity (qj
421
9.1.5
Net ultimate bearing capacity (gn)
421
9.1.6
Safe net bearing capacity (qsn)
422
9.1.7
Safe bearing capacity (gs)
422
9.1.8
Allowable foundation pressure (cr)
422
Э
9.1.9
Presumed bearing values
424
9.2
Shallow strip footing
424
9.2.1
Terzaghi s equation for qu
425
9.2.2
Effect of static water table
428
9.3
Influence of footing shape
435
9.4
Shallow rectangular footing
436
9.4.1
Method of Fellenius
438
9.5
Deep foundations
439
9.5.1
Moderately deep foundations
439
9.6
Standard penetration test (SPT)
443
Contents
9.7
Pile foundations I— >5|
445
9.7.1
Types of pile
446
9.8
Some reasons for choosing piles
449
9.9
Some reasons for not choosing piles
451
9.10
Effects necessitating caution
451
9.11
Negative skin friction
453
9.12
Stress distribution around piles
455
9.13
Load-carrying capacity of piles
455
9.13.1
Static formulae
456
9.13.2
End-bearing resistance (Oe)
456
9.13.3
Shaft resistance (0s)
457
9.13.4
Ultimate carrying capacity of pile
458
9.13.5
Allowable carrying capacity of piles
(Oa)
458
9.13.6
Negative skin friction (O,)
458
9.14
End bearing resistance and SPT
464
9.15
Influence of pile section on Ou
465
9.16
Group of piles
465
9.16.1
Eccentrically loaded pile group
468
9.16.2
Settlement of pile groups
471
9.16.3
Raking piles
472
Supplementary problems for Chapter
9 474
1O Stability off Slopes
479
10.1
Short-term and long-term stability
479
10.2
Total stress analysis (cohesive soils)
480
10.2.1
Homogeneous, pure clay
(Ф
- 0) 480
10.2.2
Increasing the value of Fs
481
10.2.3
Minimum value of Fq
482
10.2.4
Potential slip surface
482
10.2.5
Determination of the factor of safety
483
10.2.6
Homogeneous c-osoil (total stress analysis)
497
10.2.7
Stratified slopes
500
10.2.8
Slopes under water
501
10.2.9
Taylor s stability numbers
505
10.3
Effective stress analysis (cohesive soils)
513
10.3.1
Method of slices (radial procedure)
513
10.3.2
Bishop s conventional method
518
10.3.3
Bishop s rigorous iterative method
519
10.4
Stability of infinite slopes
523
Supplementary problems for Chapter
10 528
11 Eurocode 7 53O
11.1
Introduction
530
W.2 Recommended units
530
11.3
Limit states
531
11.4
Design procedures
531
11.5
Verification procedures
532
11.6
Application of partial factors
534
Contents
XI
Appendices
Appendix
A
Appendix
В
Appendix
С
Appendix
D
Appendix
E
Index
Mass and Weight
Units, Conversion Factors and Unity Brackets
Simpson s Rule
Resultant Force and Its Eccentricity
References
552
556
562
567
570
572
About the companion website
This book s companion website is at www.wiley.com/go/bodo/soilmechanics and
offers invaluable resources for students and lecturers:
•
Supplementary problems
•
Solutions to supplementary problems
www.wiley.com/go/bodo/soilmechanics
Introduction
to
SOIL MECHANICS
Béla
Bodo & Colin Jones
Introduction to Soil Mechanics covers the basic principles of soil mechanics, illustrating why the
properties of soil are important, the techniques used to understand and characterise soil behaviour
and how that knowledge is then applied in construction. The authors have endeavoured to define
and discuss the principles and concepts concisely, providing clear, detailed explanations, and a well-
illustrated text with diagrams, charts, graphs and tables. With many practical, worked examples and
end-of-chapter problems (with fully worked solutions available at www. wiley.com/go/bodo/soilmechanics)
and coverage of
Eurocode 7,
Introduction to Soil Mechanics will be an ideal starting point for the study
of sou mechanics and geotechnical engineering.
About the Authors
Béla
Bodo
З.Ѕс.
Β.Α..
С.
Eng..
M.
I.C.E,
was born in Hungary and studied at Budapest Technical University,
the University of London and the Open University. He developed his expertise in Soil Mechanics during his
employment with British Rait and British Coal.
Colin Jones B.Sc. C.Eng., M.I.C.E. RG.C.E. studied at the University of Dundee, and worked at British Coal
where he and
Béla
were colleagues. He has recently retired from the University of Waies. Newport where he
was Programme Director for the Civil Engineenng provision, specializing in Soil Mechanics and Geotechnics.
This booths companion website is at
www.wiley.com/go/bodo/soilmechanics and offers
invaluable resources for both students and lecturers:
•
Supplementary problems
•
Solutions to supplementary problems
Also Available
Fundamentals of Rock Mechanics 4th Edition
J.C Jaeger. IM.G.W Cook ana R. Zimmerman
Hardcover:
9780632057597
Wiley Biackweii
www.wUev.com/go/construction
Smith s Elements of Soil Mechanics 8th Edition
Ian Smith
Paperback:
9781405133708
ISBN
978-0-4706-5943-4
II
Also available
as an e-book
780470
659434
|
| any_adam_object | 1 |
| author | Bodó, Béla Jones, Colin |
| author_GND | (DE-588)1038104319 (DE-588)1038104793 |
| author_facet | Bodó, Béla Jones, Colin |
| author_role | aut aut |
| author_sort | Bodó, Béla |
| author_variant | b b bb c j cj |
| building | Verbundindex |
| bvnumber | BV040418552 |
| classification_rvk | RB 10160 ZI 6130 |
| ctrlnum | (OCoLC)815894210 (DE-599)BVBBV040418552 |
| discipline | Bauingenieurwesen Geographie |
| edition | 1. publ. |
| format | Book |
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| genre | (DE-588)4151278-9 Einführung gnd-content |
| genre_facet | Einführung |
| id | DE-604.BV040418552 |
| illustrated | Illustrated |
| indexdate | 2024-07-10T00:23:38Z |
| institution | BVB |
| isbn | 9780470659434 |
| language | English |
| oai_aleph_id | oai:aleph.bib-bvb.de:BVB01-025271346 |
| oclc_num | 815894210 |
| open_access_boolean | |
| owner | DE-703 DE-188 DE-1050 |
| owner_facet | DE-703 DE-188 DE-1050 |
| physical | XXI, 586 S. Ill., graph. Darst. |
| publishDate | 2013 |
| publishDateSearch | 2013 |
| publishDateSort | 2013 |
| publisher | Wiley Blackwell |
| record_format | marc |
| spelling | Bodó, Béla Verfasser (DE-588)1038104319 aut Introduction to soil mechanics Béla Bodó and Colin Jones 1. publ. Chichester Wiley Blackwell 2013 XXI, 586 S. Ill., graph. Darst. txt rdacontent n rdamedia nc rdacarrier Bodenmechanik (DE-588)4007385-3 gnd rswk-swf (DE-588)4151278-9 Einführung gnd-content Bodenmechanik (DE-588)4007385-3 s DE-604 Jones, Colin Verfasser (DE-588)1038104793 aut Erscheint auch als Online-Ausgabe 978-1-118-55388-6 Erscheint auch als Online-Ausgabe, MOBI 978-1-118-55387-9 Erscheint auch als Online-Ausgabe, PDF 978-1-118-55389-3 Digitalisierung UB Bayreuth - ADAM Catalogue Enrichment application/pdf http://bvbr.bib-bvb.de:8991/F?func=service&doc_library=BVB01&local_base=BVB01&doc_number=025271346&sequence=000003&line_number=0001&func_code=DB_RECORDS&service_type=MEDIA Klappentext Digitalisierung UB Bayreuth - ADAM Catalogue Enrichment application/pdf http://bvbr.bib-bvb.de:8991/F?func=service&doc_library=BVB01&local_base=BVB01&doc_number=025271346&sequence=000004&line_number=0002&func_code=DB_RECORDS&service_type=MEDIA Inhaltsverzeichnis |
| spellingShingle | Bodó, Béla Jones, Colin Introduction to soil mechanics Bodenmechanik (DE-588)4007385-3 gnd |
| subject_GND | (DE-588)4007385-3 (DE-588)4151278-9 |
| title | Introduction to soil mechanics |
| title_auth | Introduction to soil mechanics |
| title_exact_search | Introduction to soil mechanics |
| title_full | Introduction to soil mechanics Béla Bodó and Colin Jones |
| title_fullStr | Introduction to soil mechanics Béla Bodó and Colin Jones |
| title_full_unstemmed | Introduction to soil mechanics Béla Bodó and Colin Jones |
| title_short | Introduction to soil mechanics |
| title_sort | introduction to soil mechanics |
| topic | Bodenmechanik (DE-588)4007385-3 gnd |
| topic_facet | Bodenmechanik Einführung |
| url | http://bvbr.bib-bvb.de:8991/F?func=service&doc_library=BVB01&local_base=BVB01&doc_number=025271346&sequence=000003&line_number=0001&func_code=DB_RECORDS&service_type=MEDIA http://bvbr.bib-bvb.de:8991/F?func=service&doc_library=BVB01&local_base=BVB01&doc_number=025271346&sequence=000004&line_number=0002&func_code=DB_RECORDS&service_type=MEDIA |
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