| 09:20 - 09:40 |
THEME LECTURE 3
Shear Wave Velocity of Solid Waste Materials
KENNETH H. STOKOE (U.S.A.)
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ORAL PRESENTATIONS
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AUTHORS |
TITLE |
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C. MEDINA, R. DOBRY, M. ZEGHAL, S. THEVANAYAGAM, T. ABDOUN, A. ELGAMAL, U. EL SHAMY, V.BENNETT |
MONITORING LARGE-SCALE SHAKING TABLE TEST USING VIDEO RECORDING AND MOTION TRACKING ANALYSIS |
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D.-K. FENG, J.-M. ZHANG, W.-J. HOU |
3D CYCLIC BEHAVIOR OF GRAVEL-STRUCTURE INTERFACE UNDER CONSTANT NORMAL STIFFNESS CONDITION |
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F. DEZI, F. GARA, D. ROIA |
FIELD TESTS AND NUMERICAL ANALYSIS OF PILES UNDER LATERAL IMPACT LOADING |
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G. GRELLE, F. M. GUADAGNO, P. REVELLINO |
IMPULSIVE SHEAR STRENGTH OF DE-STRUCTURATED ITALIAN CLAYS |
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H. HAZARIKA, N. IGARASHI, Y. YAMADA |
BEHAVIOR OF GRANULAR AND COMPRESSIBLE GEOMATERIAL UNDER CYCLIC LOADING |
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J. UBILLA, T. ABDOUN, R. DOBRY |
CENTRIFUGE SCALING ANALYSIS OF PILE RESPONSE TO LATERAL SPREADING MODELS |
| 09:40 - 11:20 |
J. M. CARVALHO, S. RIOS, A. VIANA DA FONSECA |
ELASTIC STIFFNESS PARAMETERS OF SOIL-CEMENT MIXTURES FROM LABORATORY COMPRESSION AND SHEAR WAVE VELOCITY MEASUREMENTS |
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J. CAMPAÑA, E. BARD |
CYCLIC BEHAVIOR OF TAILINGS SANDS UNDER HIGH PRESSURES |
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S. YASUDA, S. YOKOTA, M. WATANABE |
EFFECT OF COMPACTION ON THE DYNAMIC PROPERTIES OF EMBANKMENT SOILS |
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O. GARCIA, M. DUQUE, B. CAICEDO |
DESIGN AND SIMULATION OF A CONTROL SYSTEM OF A SHAKING TABLE FOR SOIL MODELS IN CENTRIFUGAL FORCES |
| 10' |
Coffee Break |
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| 11:30 - 13:30 |
L. P. SUWAL, R. KUWANO |
USING DISK SHAPED PIEZO-ELECTRIC TRANSDUCER |
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A. ANASTASIADIS, K. PITILAKIS, K. SENETAKIS, A. SOULI |
DYNAMIC RESPONSE OF SANDY AND GRAVELLY SOILS: EFFECT OF GRAIN SIZE CHARACTERISTICS ON G-γ-D CURVES |
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K. SENETAKIS, A. ANASTASIADIS, K. PITILAKIS |
EXPERIMENTAL INVESTIGATION OF THE DYNAMIC PROPERTIES OF GRANULAR SOIL/RUBBER MIXTURES USING A RESONANT COLUMN DEVICE |
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C. STAMATOPOULOS |
THE LIQUEFACTION STRENGTH OF SILTY SANDS IN TERMS OF THE STATE PARAMETER |
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T. WICHTMANN, M. NAVARETTE, R. MARTÍNEZ, F. DURAN, T. RIANTAFYLLIDIS |
ESTIMATION OF THE SMALL-STRAIN STIFFNESS OF GRANULAR SOILS TAKING INTO ACCOUNT THE GRAIN SIZE DISTRIBUTION CURVE |
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Y. TANAKA, K. KATO, H. NAKASE |
THE ROLE OF FABRIC ANISOTROPY AND GRADATION ON THE LIQUEFACTION BEHAVIOR OF SAND |
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Y. TSUKAMOTO, K. ISHIHARA, S. SAWADA, S. FUJIWARA |
GROUP EFFECTS OF RIGID CIRCULAR FOUNDATIONS ON POST- LIQUEFACTION SETTLEMENT |
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Y. TSUKAMOTO, K. ISHIHARA |
USE OF FIELD PENETRATION TESTS IN EVALUATING OCCURRENCE OF SOIL LIQUEFACTION AT RECLAIMED DEPOSITS DURING 2000 TOTTORI-KEN SEIBU EARTHQUAKE |
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Z. YUAN, L. WANG, H. LIU, P. WANG |
INFLUENCE OF GRADING ON SEISMIC SETTLEMENT OF LOESS |
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H. SUZUKI, K. TOKIMATSU |
FACTORS INFLUENCING SWAY-ROCKING MOTION OF PILESTRUCTURE MODELS DURING LARGE SHAKING TABLE TESTS |
Produce CMC Organizadores Profesionales S.A. 