| 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 |
| Table of Contents provided by Ingram. All Rights Reserved. |