GEOTECHNICAL EARTHQUAKE ENGINEERING AND SOIL DYNAMICS
CONTENTS INTRODUCTION SCOPE CODES AND STANDARDS NATIONAL INTERNATIONAL EXISTING METHODS USING GRAPHS USING FORMULAS USING COMPUTER SOFTWARE USING SMALL SCALE PHYSICAL MODELS USING LARGE SCALE PROTOTYPES GENERAL COMMENTS ON SIMPLE ANALYSES APPLICATION AND USERS INPUT DATA AND TIME INVOLVED COST AND RISKS SUMMARY REFERENCES MAIN GROUND MOTION SOURCES AND PROPERTIES EARTHQUAKES EARTHQUAKE MAGNITUDE PRINCIPAL EARTHQUAKE HAZARDS INDUSTRY TRANSPORT CONSTRUCTION AND DEMOLITION BLASTING IN CONSTRUCTION AND MINING TYPICAL GROUND MOTIONS, RECORDING, GROUND INVESTIGATIONS AND TESTING MAIN GROUND WAVE TYPES AND EFFECTS MAIN TYPES MAIN EFFECTS INSTRUMENTS AND RECORDING GEOPHONES ACCELEROMETERS PROCESSING OF RECORDS FILTERING BASELINE CORRECTION SITE INVESTIGATION SURFACE (NON-INTRUSIVE) DEEP (INTRUSIVE) LABORATORY TESTING OF SOIL SAMPLES SHEAR STRENGTH STIFFNESS SHEAR STRENGTH AND STIFFNESS SOIL PERMEABILITY SOIL PROPERTIES USED IN SIMPLE ANALYSES NON-COHESIVE SOIL COHESIVE SOIL PERMEABILITY FAST SLIDING OF NON-LIQUE?ED SOIL MECHANISM AND FACTORS CO-SEISMIC STAGE POST-SEISMIC STAGE SIMPLE MODEL FOR POST-SEISMIC STAGE CASE HISTORIES MAIDIPO SLIDE IN CHINA CATAK SLIDE IN TURKEY USOY SLIDE IN TAJIKISTAN VAJONT SLIDE IN ITALY HIGASHI TAKEZAWA SLIDE IN JAPAN DISCUSSION AND CONCLUSIONS FLOW OF LIQUE?ED SANDY SOIL SIMPLE MODELS POTENTIAL OF LIQUEFACTION OF SOIL SLOPES FLOW OF LIQUE?ED SLOPE LOWER SAN FERNANDO DAM IN CALIFORNIA SHEF?ELD DAM IN CALIFORNIA CALAVERAS DAM IN CALIFORNIA FORT PECK DAM IN MONTANA – USA NORTH DIKE OF WACHUSETT DAM IN MASSACHUSETTS – USA LA MARQUESA DAM IN CHILE LA PALMA DAM IN CHILE ROUTE 272 EMBANKMENT IN HIGASHIAREKINAI – JAPAN VLIETEPOLDER DEPOSIT, ZEELAND PROVINCE IN NETHERLANDS HELSINKI HARBOUR FILL IN FINLAND LAKE MERCED BANK IN CALIFORNIA HACHIRO-GATA ROAD EMBANKMENT IN AKITA – JAPAN LAKE ACKERMAN ROAD EMBANKMENT IN MICHIGAN – USA ABERFAN COAL MINE WASTE IN WALES – UK MASSIVE RETAINING WALLS BEARING CAPACITY OF SOIL UNDER WALL BASE STABILITY AGAINST SLIDING AT WALL BASE STABILITY AGAINST OVERTURNING AROUND THE EXTERNAL EDGE STABILITY AGAINST DEEP SEATED SOIL SLIP EMPIRICAL BY FORMULAS NUMERICAL BY COMPUTER SOFTWARE EXPERIMENTAL ON SMALL SCALE MODELS SIMPLE MODELS AND ASSUMPTIONS DYNAMIC INCREMENT OF ACTIVE SOIL LATERAL FORCE CO-SEISMIC SLIP POST-SEISMIC SLIP QUAY WALLS AT KOBE PORT IN JAPAN QUAY WALL AT KALAMATA HARBOUR IN GREECE QUAY WALL AT SAN ANTONIO PORT IN CHILE SLENDER RETAINING WALLS STABILITY AGAINST FORWARD ROTATION STABILITY AGAINST BACKWARD ROTATION FLEXURAL CAPACITY CAPACITY OF STRUT OR TIE AGAINST BREAK PULL OUT CAPACITY OF TIE OR ANCHOR EXPERIMENTAL ON PROTOTYPES AND SMALL SCALE MODELS SIMPLE MODEL AND ASSUMPTIONS EMBEDDED WALL OF CUT AND COVER SEPOLIA STATION IN GREECE ANCHORED WALL AT KERAMEIKOS STATION IN GREECE SHEET PILE QUAY WALLS IN AKITA PORT IN JAPAN SHALLOW FOUNDATIONS BEARING CAPACITY OF SOIL UNDER FOUNDATION STABILITY AGAINST SLIDING STABILITY AGAINST OVERTURNING SETTLEMENT DURING AND AFTER EARTHQUAKE EMPIRICAL USING FORMULAS AND CHARTS NUMERICAL USING COMPUTERS EXPERIMENTAL ON SMALL SCALE MODELS AND PROTOTYPES EARTHQUAKE AFFECTED MACHINERY AFFECTED SETTLEMENT CAUSED BY SOIL VIBRATION KAWAGISHI-CHO APARTMENT BUILDING FOUNDATION FAILURE IN JAPAN TERVELER BUILDING FOUNDATION FAILURE IN ADAPAZARI – TURKEY GAS TURBINE FOUNDATION VIBRATION IN GABON SETTLEMENT OF FOLEY SQUARE BUILDING FOUNDATION CAUSED BY PILE DRIVING AT MANHATTAN IN NEW YORK CITY – USA SETTLEMENT OF A QUAY WALL IN KOBE CAUSED BY THE 1995 HYOGOKEN-NANBU EARTHQUAKE IN JAPAN DISCUSSION AND CONCLUSION PILED FOUNDATIONS KINEMATIC INTERACTION INERTIAL INTERACTION SIMPLI?ED ANALYSES RIGOROUS NUMERICAL ANALYSES SMALL SCALE MODELS FULL SCALE TEST PROTOTYPES SIMPLE MODEL KINEMATIC EFFECTS INERTIAL EFFECTS TEN STOREY BUILDING IN MEXICO CITY TWELVE STOREY BUILDING IN YOKOHAMA – JAPAN IMPERIAL VALLEY COUNTY SERVICES BUILDING IN CALIFORNIA DUMBARTON BRIDGE IN CALIFORNIA NORTHWEST CONNECTOR IN CALIFORNIA PAINTER STREET BRIDGE IN CALIFORNIA MELOLAND ROAD OVERPASS IN CALIFORNIA OHBA-OHASHI ROAD BRIDGE IN JAPAN LANDING ROAD BRIDGE IN NEW ZEALAND YACHIYO BRIDGE IN JAPAN HANSHIN EXPRESSWAY IN KOBE – JAPAN TUNNELS, VERTICAL SHAFTS AND PIPELINES EMPIRICAL BASED ON FORMULAS AND GRAPHS NUMERICAL ANALYSES USING COMPUTER PROGRAMS SIMPLE METHODS AND ASSUMPTIONS CUT AND COVER DAIKAI STATION IN JAPAN BOLU HIGHWAY TWIN SHOTCRETE SUPPORTED BENCH PILOT TUNNELS IN TURKEY DUZCE PIPELINES IN TURKEY GROUND VIBRATION CAUSED BY INDUSTRY TRANSPORTATION AND GROUND COMPACTION CASE HISTORY PILE DRIVING BLASTING CASE HISTORY FROM A LIMESTONE QUARRY IN ISTANBUL