Introduction | p. 1 |
Scope | p. 1 |
Codes and Standards | p. 1 |
National | p. 1 |
International | p. 2 |
Existing Methods | p. 2 |
Using Graphs | p. 2 |
Using Formulas | p. 13 |
Using Computer Software | p. 18 |
Using Small Scale Physical Models | p. 18 |
Using Large Scale Prototypes | p. 19 |
General Comments on Simple Analyses | p. 21 |
Application and Users | p. 21 |
Input Data and Time Involved | p. 21 |
Summary | p. 21 |
References | p. 22 |
Main Ground Motion Sources and Properties | p. 27 |
Introduction | p. 27 |
Earthquakes | p. 27 |
Earthquake Magnitude | p. 28 |
Principal Earthquake Hazards | p. 29 |
Industry | p. 35 |
Transport | p. 35 |
Construction and Demolition | p. 35 |
Blasting in Construction and Mining | p. 36 |
Summary | p. 36 |
References | p. 36 |
Typical Ground Motions, Recording, Ground Investigations and Testing | p. 39 |
Introduction | p. 39 |
Main Ground Wave Types and Effects | p. 39 |
Main Types | p. 39 |
Main Effects | p. 39 |
Instruments and Recording | p. 41 |
Geophones | p. 43 |
Accelerometers | p. 44 |
Processing of Records | p. 47 |
Filtering | p. 47 |
Baseline correction | p. 50 |
Site Investigation | p. 51 |
Surface (Non-intrusive) | p. 51 |
Deep (Intrusive) | p. 55 |
Laboratory Testing of Soil Samples | p. 58 |
Shear Strength | p. 58 |
Stiffness | p. 60 |
Shear Strength and Stiffness | p. 61 |
Soil Permeability | p. 63 |
Summary | p. 64 |
References | p. 65 |
Soil Properties Used in Simple Analyses | p. 67 |
Introduction | p. 67 |
Shear Strength and Stiffness | p. 67 |
Non-Cohesive Soil | p. 67 |
Cohesive Soil | p. 70 |
Permeability | p. 71 |
Summary | p. 71 |
References | p. 72 |
Fast Sliding of Non-liquefied Soil | p. 73 |
Introduction | p. 73 |
Mechanism and Factors | p. 73 |
Existing Methods | p. 74 |
Co-seismic Stage | p. 74 |
Post-Seismic Stage | p. 74 |
Simple Model for Post-seismic Stage | p. 75 |
Case Histories | p. 78 |
Maidipo Slide in China | p. 79 |
Catak Slide in Turkey | p. 80 |
Usoy Slide in Tajikistan | p. 80 |
Vajont Slide in Italy | p. 81 |
Higashi Takezawa Slide in Japan | p. 82 |
Discussion and Conclusions | p. 83 |
References | p. 84 |
Flow of Liquefied Sandy Soil | p. 85 |
Introduction | p. 85 |
Mechanism and Factors | p. 86 |
Existing Methods | p. 86 |
Simple Models | p. 87 |
Potential of Liquefaction of Soil Slopes | p. 87 |
Flow of Liquefied Slope | p. 89 |
Case Histories | p. 91 |
Lower San Fernando Dam in California | p. 91 |
Sheffield Dam in California | p. 92 |
Calaveras Dam in California | p. 93 |
Fort Peck Dam in Montana - USA | p. 94 |
North Dike of Wachusett Dam in Massachusetts - USA | p. 94 |
La Marquesa Dam in Chile | p. 94 |
La Palma Dam in Chile | p. 96 |
Route 272 Embankment in Higashiarekinai - Japan | p. 97 |
Vlietepolder Deposit, Zeeland Province in Netherlands | p. 98 |
Helsinki Harbour Fill in Finland | p. 99 |
Lake Merced Bank in California | p. 99 |
Hachiro-Gata Road Embankment in Akita - Japan | p. 101 |
Lake Ackerman Road Embankment in Michigan - USA | p. 101 |
Aberfan Coal Mine Waste in Wales - UK | p. 102 |
Discussion and Conclusions | p. 102 |
References | p. 107 |
Massive Retaining Walls | p. 111 |
Introduction | p. 111 |
Mechanism and Factors | p. 111 |
Bearing Capacity of Soil Under Wall Base | p. 112 |
Stability Against Sliding at Wall Base | p. 116 |
Stability Against Overturning Around the External Edge | p. 116 |
Stability Against Deep Seated Soil Slip | p. 117 |
Existing Methods | p. 118 |
Empirical by Formulas | p. 118 |
Numerical by Computer Software | p. 121 |
Experimental on Small Scale Models | p. 122 |
Simple Models and Assumptions | p. 122 |
Dynamic Increment of Active Soil Lateral force | p. 122 |
Co-seismic Slip | p. 124 |
Post-seismic Slip | p. 124 |
Case Histories | p. 125 |
Quay Walls at Kobe Port in Japan | p. 125 |
Quay Wall at Kalamata Harbour in Greece | p. 128 |
Quay Wall at San Antonio Port in Chile | p. 131 |
Discussion and Conclusions | p. 133 |
References | p. 134 |
Slender Retaining Walls | p. 137 |
Introduction | p. 137 |
Mechanism and Factors | p. 137 |
Stability Against Forward Rotation | p. 139 |
Stability Against Backward Rotation | p. 139 |
Flexural Capacity | p. 139 |
Capacity of Strut or Tie Against Break | p. 139 |
Pull Out Capacity of Tie or Anchor | p. 139 |
Existing Methods | p. 140 |
Empirical by Formulas | p. 140 |
Numerical by Computer Software | p. 143 |
Experimental on Protptypes and Small Scale Models | p. 144 |
simple Model and Assumptions | p. 144 |
Embedded Wall of cut and Cover Sepolia Station in Greece | p. 145 |
Anchored Wall at Kerameikos Station in Greece | p. 146 |
Sheet Pile Quay Walls in Akita Port in Japan | p. 147 |
Discussion and Conclusions | p. 148 |
References | p. 149 |
Shallow Foundations | p. 151 |
Introduction | p. 151 |
Mechanism and Factors | p. 152 |
Bearing Capacity of Soil Under Foundation | p. 152 |
Stability Against Sliding | p. 152 |
Stability Against Overturning | p. 152 |
Settlement During and After Earthquake | p. 152 |
Existing Methods | p. 152 |
Empirical Using Formulas and Charts | p. 152 |
Numerical Using Computers | p. 153 |
Experimental on Small Scale Models and Prototypes | p. 153 |
Simple Models and Assumptions | p. 155 |
Earthquake Affected | p. 155 |
Machinery Affected | p. 158 |
Settlement Caused by soil Vibration | p. 160 |
Case Histories | p. 164 |
Kawagishi-cho Apartment Building Foundation Failure in Japan | p. 164 |
Terveler Building Foundation Failure in Adapazari - Turkey | p. 165 |
Gas Turbine Foundation Vibration in Gabon | p. 167 |
Settlement of Foley Square Building Foundation Caused by Pile Driving at Manhattan in New York City - USA | p. 170 |
Settlement of a Quay Wall in Kobe Caused by the 1995 Hyogoken-Nanbu Earthquake in Japan | p. 171 |
Discussion and Conclusion | p. 175 |
References | p. 176 |
Piled foundations | p. 179 |
Introduction | p. 179 |
Mechanism and Factors | p. 180 |
Kinematic Interaction | p. 180 |
Inertial Interaction | p. 180 |
Existing Methods | p. 181 |
Simplified Analyses | p. 181 |
Rigorous Numerical Analyses | p. 182 |
Small Scale Models | p. 182 |
Full Scale Test Prototypes | p. 182 |
Simple Model | p. 183 |
Kinematic Effects | p. 183 |
Intertial Effects | p. 184 |
Case Histories | p. 187 |
Ten Storey Building in Mexico City | p. 187 |
Twelve Storey Building in Yokohama - Japan | p. 188 |
Imperial Valley County Services Building in California | p. 189 |
Dumbarton Bridge in California | p. 190 |
Northwest Road Overpass in California | p. 191 |
Painter Street Bridge in California | p. 193 |
Meloland Road Overpass in California | p. 194 |
Ohba-Ohashi Road Bridge in Japan | p. 195 |
Landing Road Bridge in New Zealand | p. 196 |
Yachiyo Bridge in Japan | p. 198 |
Hanshin Expressway in Kobe - Japan | p. 190 |
Dicussion and Conclusions | p. 200 |
References | p. 204 |
Tunnels, Vertical Shafts and Pipelines | p. 207 |
Introduction | p. 207 |
Mechanism and Factors | p. 208 |
Existing Methods | p. 209 |
Empirical Based on Formulas and Graphs | p. 209 |
Numerical Analyses Using Computer Programs | p. 216 |
Experimental on Small Scale Models and Prototypes | p. 217 |
Simple Methods and Assumptions | p. 217 |
Case Histories | p. 217 |
Cut and Cover Daikai Station in Japan | p. 217 |
Bolu Highway Twin Shotcrete Supported Bench Pilot Tunnels in Turkey | p. 222 |
Duzce Pipelines in Turkey | p. 227 |
Discussion and conclusions | p. 229 |
References | p. 229 |
Ground Vibration Caused by Industry | p. 233 |
Introduction | p. 233 |
Transportation and Ground Compaction | p. 237 |
Introduction | p. 233 |
Mechanism and Factors | p. 237 |
Existing Methods | p. 238 |
Simple Model and Assumptions | p. 240 |
Case History | p. 242 |
Summary | p. 245 |
Pile Driving | p. 246 |
Introduction | p. 246 |
Mechanism and Factors | p. 246 |
Existing Methods | p. 247 |
Simple Model and Assumptions | p. 249 |
Case History | p. 251 |
Summary | p. 252 |
Blasting | p. 252 |
Introduction | p. 252 |
Mechanism and Factors | p. 253 |
Simple Model and Assumptions | p. 254 |
Case History from a Limestone Quarry in Istanbul | p. 255 |
Summary | p. 257 |
Discussion and Conclusions | p. 258 |
References | p. 258 |
Index | p. 261 |
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