Fundamentals of soil dynamics:
Saved in:
| Main Author: | |
|---|---|
| Format: | Book |
| Language: | English |
| Published: |
New York u. a.
Elsevier
1983
|
| Subjects: | |
| Online Access: | Inhaltsverzeichnis |
| Physical Description: | XII, 399 S. graph. Darst. |
| ISBN: | 0444007059 |
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| 245 | 1 | 0 | |a Fundamentals of soil dynamics |
| 264 | 1 | |a New York u. a. |b Elsevier |c 1983 | |
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| adam_text | Titel: Fundamentals of soil dynamics
Autor: Das, Braja M
Jahr: 1983
CONTENTS
Preface xiii
CHAPTER 1 FUNDAMENTALS OF VIBRATION 1
1.1 Fundamental Definitions 3
1.2 Single Degree of Freedom System 4
1.2.1 Free Vibration of a Spring-Mass System 4
1.2.2 Forced Vibration of a Spring-Mass System 8
1.2.3 Free Vibration with Viscous Damping 13
1.2.4 Steady-State Forced Vibration
widi Viscous Damping 18
1.2.5 Rotating-Mass Type Excitation 23
1.3 Two Degrees of Freedom Systems 24
1.3.1 Free Vibration of a Mass-Spring System
(Coupled Translation) 24
1.3.2 Coupled Translation and Rotation of
a Mass-Spring System (Free Vibration) 31
Problems 34
References 36
CHAPTER 2 STRESS WAVES IN BOUNDED ELASTIC MEDIUM 37
2.1 Longitudinal Elastic Waves in a Bar 37
2.2 Torsional Waves in a Bar 40
2.3 Longitudinal Vibration of Short Bars 41
2.4 Torsional Vibration of Short Bars 45
2.5 Experimental Determination of vc and «s for Soils 45
2.5.1 Travel Time Method 45
2.5.2 Resonant Column Method 47
Contents
vui
2.6 Correlation for Shear Modulus of Granular Soils:
Low Amplitude Vibration 56
2.7 Correlation for Shear Modulus of Cohesive Soils:
Low Amplitude Vibration 59
2.8 Shear Modulus for Large Strain Amplitudes 66
2.9 Effect of Prestraining on the Shear Modulus of Soils 67
2.10 Determination of Internal Damping From
Resonant Column Tests 68
2.10.1 General Theory 68
2.10.2 Experimental Determination 68
2.10.3 Laboratory Experimental Results 70
Problems 73
References 74
CHAPTER 3 STRESS WAVES IN THREE DIMENSIONS 76
3.1 Equation of Motion in an Elastic Medium 76
3.2 Strain 78
3.3 Hooke s Law 79
3.4 Equations for Stress Waves in an Infinite
Elastic Medium 80
3.4.1 Compression Waves 80
3.4.2 Distortional Waves or Shear Waves 82
3.5 Rayleigh Waves 82
3.6 Attenuation of the Amplitude of Elastic Waves
with Distance 90
3.7 Compression and Shear Waves in Saturated Soils 92
3.8 Reflection and Refraction of Elastic Body Waves 94
3.9 Principles of Seismic Refraction Survey
(Horizontal Layering) %
3.10 Refraction Survey in Soils with Inclined Layering 103
3.11 Reflection Survey in Soils 107
3.11.1 Horizontal Layering 107
3.11.2 Inclined Layering j ] q
3.12 Subsoil Exploration by Steady-State
Vibration Technique j 12
3.13 Soil Exploration by Up-, Down-, and
Cross-Hole Shooting 1 i4
Problems .,„
References .-q
CHAPTER 4 AIRBLAST LOADING ON GROUND m
4.1 Overpressure .„
4.2 Ground Motion Due to Overpressure 127
4.3 Calculation of Ground Motion Due to a Blast
Front Wave
Contents jx
4.4 Determination of the Constrained Modulus of Soil 135
4.5 Attenuation of Peak Overstress with Depth 139
4.6 Calculation of Vertical Ground Displacement
Using the Spatial Attenuation Factor
(Superseismic Case) 141
4.7 Ground Displacement Due to Overpressure
(Subseismic Case) 149
Problems 150
References 151
CHAPTER 5 FOUNDATION VIBRATION:
THEORIES OF ELASTIC HALF SPACE 153
5.1 Vertical Vibration of Circular Foundations
Resting on Elastic Half Space 153
5.2 Allowable Vertical Vibration Amplitudes 162
5.3 Some Comments on Design of Machine
Foundations to Avoid Resonance 163
5.4 Rocking Oscillation of Foundation 167
5.5 Sliding Oscillation of Foundation 172
5.6 Torsional Oscillation of Foundation 173
5.7 Comparison of Footing Vibration Tests with Theory 177
Problems 181
References 183
CHAPTER 6 ANALYSIS OF FOUNDATION VIBRATION:
LUMPED PARAMETER SYSTEM 185
6.1 Lumped Parameter System for Vertical Motion 185
6.1.1 General Relationships 185
6.1.2 Rigid Circular Foundations 188
6.2 Rocking Oscillation of Rigid Circular Foundations 196
6.3 Sliding Oscillation of Rigid Circular Foundations 199
6.4 Lumped Parameter System for Torsional Oscillation
of Rigid Circular Foundations 201
6.5 Comments on the Lumped Parameters Used for
Solving Foundation Vibration Problems 203
6.6 Coupled Motion for Rocking and Sliding Type
of Oscillation 210
6.7 Possible Uses of Piles 212
6.8 Vibration Screening 214
6.8.1 Active and Passive Isolation: Definitions 215
6.8.2 Active Isolation by Use of Open Trenches 215
6.8.3 Passive Isolation by Use of Open Trenches 217
6.8.4 Passive Isolation by Use of Piles 219
Problems 222
References 222
Contents
CHAPTER 7 DYNAMIC BEARING CAPACITY
OF SHALLOW FOUNDATIONS ZZ4
7.1 Ultimate Dynamic Bearing Capacity in Sand 224
7.2 Ultimate Dynamic Bearing Capacity in Clay 230
7.3 Rigid Plastic Analysis of Foundations 233
7.3.1 Transient Vertical Load on Foundation
(Rotational Mode of Failure) 233
7.3.2 Transient Horizontal Load on Foundation
(Rotational Mode of Failure) 238
7.3.3 Vertical Transient Load on Strip Foundation
(Punching Mode of Failure) 244
7.3.4 Experimental Observation of Load-Settlement
Relationship for Vertical Transient Loading 253
7.4 Elastoplastic Analysis: Foundation Subjected
to Transient Loading 258
Problems 259
References 260
CHAPTER 8 EARTHQUAKE AND GROUND VIBRATION 262
8.1 Definition of Some Earthquake-Related Terms 262
8.2 Earthquake Magnitude 265
8.3 Areas of Influence of an Earthquake in
the United States 267
8.4 Characteristics of Rock Motion During
an Earthquake 267
8.5 Vibration of Horizontal Soil Layers with
Linearly Elastic Properties 270
8.6 Other Studies for Vibration of Soil Layers Due
to Earthquakes 281
8.7 Shear Modulus and Damping in Soils
(for Response Calculation) 282
8.8 Equivalent Number of Significant Uniform
Stress Cycles for Earthquakes 293
Problems 297
References 299
CHAPTER 9 LATERAL EARTH PRESSURE ON RETAINING WALLS 301
9.1 Mononobe-Okabe Active Earth Pressure Theory 301
9.2 Laboratory Model Test Results for
Determination of K^ 3 j ]
9.3 Effect of Various Parameters on the Value of
the Active Earth Pressure Coefficient 312
9.4 Point of Application of the Resultant Earth Pressure 313
9.5 Graphical Construction for Determination of
Active Pressure 3J5
Contents xj
9.6 Design of Gravity Retaining Walls Based on
Limited Displacement 317
9.7 Hydrodynamic Effects of Pore Water 323
9.8 Equation for Passive Force on a Retaining Wall 325
Problems 326
References 327
CHAPTER 10 COMPRESSIBILITY OF SOILS
UNDER DYNAMIC LOADS 328
10.1 Compaction of Granular Soils: Effect of
Vertical Stress and Vertical Acceleration 328
10.2 Settlement of Strip Foundation on Granular
Soil Under the Effect of Controlled Cyclic
Vertical Stress 333
10.3 Settlement of Machine Foundations on
Granular Soils Subjected to Vertical Vibration 337
10.4 One-Dimensional Consolidation of Clay
Under Repeated Loading 341
10.5 Settlement of Sand Due to Cyclic Shear Strain 345
10.6 Calculation of Settlement of Dry Sand Layers
Subjected to Seismic Effect 347
10.7 Settlement of a Dry Sand Layer Due to
Multidirectional Shaking 349
Problems 350
References 351
CHAPTER 11 LIQUEFACTION OF SATURATED SAND 353
11.1 Laboratory Studies to Simulate Field Conditions
for Soil Liquefaction 354
11.2 Dynamic Triaxial Test 355
11.2.1 General Concepts and Test Procedures 355
11.2.2 Typical Results from Cyclic Triaxial Tests 358
11.2.3 Influence of Various Parameters on
Soil Liquefaction Potential 365
11.2.4 Development of Standard Curves for
Initial Liquefaction 367
11.3 Cyclic Simple Shear Test 367
11.3.1 General Concepts 367
11.3.2 Typical Test Results 368
11.4 Development of Procedure for Determination
of Field Liquefaction 371
11.4.1 Correlation of the Liquefaction Results from
Simple Shear and Triaxial Tests 371
11.4.2 Correlation of the Liquefaction Results from
Triaxial Tests to Field Conditions 374
xii Contents
11.4.3 Zone of Initial Liquefaction in the Field 375
11.4.4 Relation Between Maximum Ground
Acceleration and the Relative Density of
Sand for Soil Liquefaction 376
11.4.5 Liquefaction Potential Evaluation Charts:
Correlation with Standard Penetration Resistance 383
11.5 Stabilization of Potentially Liquefiable
Sand Deposits 384
11.5.1 Equation for Generation and Dissipation
of Pore Water Pressure 384
11.5.2 Solutions for Gravel or Rock Drains 387
Problems 390
References 391
APPENDIX A PRIMARY AND SECONDARY FORCES
OF SINGLE-CYLINDER ENGINES 393
INDEX 395
|
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| isbn | 0444007059 |
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| spelling | Das, Braja M. 1941- Verfasser (DE-588)172037387 aut Fundamentals of soil dynamics New York u. a. Elsevier 1983 XII, 399 S. graph. Darst. txt rdacontent n rdamedia nc rdacarrier Sols - Dynamique Sols - Dynamique ram Soil dynamics Bodendynamik (DE-588)4007363-4 gnd rswk-swf Bodendynamik (DE-588)4007363-4 s DE-604 HBZ Datenaustausch application/pdf http://bvbr.bib-bvb.de:8991/F?func=service&doc_library=BVB01&local_base=BVB01&doc_number=002300786&sequence=000002&line_number=0001&func_code=DB_RECORDS&service_type=MEDIA Inhaltsverzeichnis |
| spellingShingle | Das, Braja M. 1941- Fundamentals of soil dynamics Sols - Dynamique Sols - Dynamique ram Soil dynamics Bodendynamik (DE-588)4007363-4 gnd |
| subject_GND | (DE-588)4007363-4 |
| title | Fundamentals of soil dynamics |
| title_auth | Fundamentals of soil dynamics |
| title_exact_search | Fundamentals of soil dynamics |
| title_full | Fundamentals of soil dynamics |
| title_fullStr | Fundamentals of soil dynamics |
| title_full_unstemmed | Fundamentals of soil dynamics |
| title_short | Fundamentals of soil dynamics |
| title_sort | fundamentals of soil dynamics |
| topic | Sols - Dynamique Sols - Dynamique ram Soil dynamics Bodendynamik (DE-588)4007363-4 gnd |
| topic_facet | Sols - Dynamique Soil dynamics Bodendynamik |
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