GEO12 - EFFECTS OF SOIL NONLINEARITY ON THE BUILT ENVIRONMENT - OBSERVATIONS AND PREDICTIONS |
MONDAY | ||||||||
AMBER 8 | Convenors: A. Chiaradonna, T. Carey, M. De Cristofaro | ||||||||
10:30 - 10:33 | INTRODUCTION | |||||||
10:33 - 10:42 | IMPORTANCE OF SHEAR WAVE VELOCITY PROFIL ACCURACY IN DYNAMIC RESPONSE ANALYSIS M. Karray, D. Verret | |||||||
10:42 - 10:51 | CYCLIC BEHAVIOR AND LIQUEFACTION RESISTANCE OF VOLCANIC SOIL IN SIMPLE SHEAR TESTING I. Farina, G. Lanzo, P. Tommasi | |||||||
10:51 - 11:00 | THE EFFECT OF FLY ASH ON DYNAMIC BEHAVIOR OF SAND-FLY ASH MIXTURE E. Angelova, V. Sheshov, J. Bojadjieva, K. Edip, T. Kitanovski, D. Ivanovski, S. Dimitrijevic | |||||||
11:00 - 11:09 | EFFECTS OF SOIL FABRIC ON CYCLIC TRIAXIAL LIQUEFACTION BEHAVIOR OF SANDY SOIL K. Lau, T. Kiyota, J. Kurima | |||||||
11:09 - 11:18 | NONLINEARITY IN SOIL–FOUNDATION–STRUCTURE INTERACTION G. Gazetas | |||||||
11:18 - 11:27 | LIQUEFACTION RESPONSE OF A PILE-SUPPORTED WHARF ON LIQUEFIABLE GRAVELLY RECLAMATIONS FROM 2D NONLINE R. Dhakal, M. Cubrinovski | |||||||
11:27 - 11:36 | INFLUENCE OF THE NON-LINEAR DYNAMIC RESPONSE OF SOILS IN THE PREDICTION OF SEISMIC RISK Y.F. Vargas-Alzate, A.M. Zapata-Franco, R. Gonzalez, L.G. Pujades, J.V. Vaunat | |||||||
11:36 - 11:45 | DYNAMIC RESPONSE OF A CASE STUDY LARGE ROCKFILL DAM BUILT IN A NARROW VALLEY D. Verret, D. LeBoeuf | |||||||
MONITOR 11 | Convenors: A. Chiaradonna, T. Carey, M. De Cristofaro | ||||||||
14:30 - 14:42 | USE OF HVSR FROM EARTHQUAKE RECORDS FOR BACK-CALCULATION OF SHEAR MODULUS REDUCTION CURVE OF SOIL T.O. Gul, A. Chiaradonna, A. Sezer, M. Karray | |||||||
14:42 - 14:51 | ASSESSMENT OF PORE WATER PRESSURE DEVELOPMENT OF A NON-PLASTIC SILT E. Karakan, A. Sezer, M. Karray, A. Chiaradonna | |||||||
14:51 - 15:00 | SEISMIC EARLY WARNING SYSTEMS FOR CLAY SHALES: MECHANICAL BEHAVIOUR OF THE BISACCIA IN CYCLIC TESTS N. Netti, A. Brunzo, E. Damiano, M. de Cristofaro, E. Molitierno, L. Olivares | |||||||
15:00 - 15:09 | EXPERIMENTAL STUDY ON DYNAMIC ELASTIC MODULUS AND DAMPING RATIO OF COARSE-GRAINED SOIL UNDER CYCLIC TRAFFIC DYNAMIC LOAD W. Hu, H. Zhang, K. Li, Y. Han, y. Xue, P. Liu, W. Yin | |||||||
15:09 - 15:18 | NON-INVASIVE SEISMIC SITE CHARACTERIZATION OF SANDWICHED LAVA-ROCK/SEDIMENTARY SITES IN ICELAND E.A. Olafsdottir, B. Bessason, S. Erlingsson | |||||||
15:18 - 15:27 | USE VS TO UNDERSTAND THE EFFECT OF CLAY STRUCTURE ON MONOTONIC/CYCLIC/POST-CYCLIC SHEAR STRENGHT M. Karray | |||||||
15:27 - 15:36 | INITIAL STIFFNESS OF TAILINGS SANDS: CONFINEMENT & VOID RATIO EFFECTS F. Ochoa-Cornejo, F. Saavedra | |||||||
15:36 - 15:45 | DISCUSSION | |||||||
MONITOR 12 | Convenors: A. Chiaradonna, T. Carey, M. De Cristofaro | ||||||||
14:30 - 14:42 | NUMERICAL SIMULATION OF AN EMBANKMENT CONSTRUCTED ON LIQUEFIABLE GROUND C. Saade, Z. Li, S. Escoffier, L. Thorel | |||||||
14:42 - 14:51 | NON-LINEAR SITE EFFECTS IN AREAS CHARACTERISED BY A COMPLEX TOPOGRAPHY: AN ITALIAN CASE STUDY. G. Falcone, G. Elia, F. Cafaro, A. di Lernia | |||||||
14:51 - 15:00 | ADVANCES IN ESTIMATING NON-LINEAR SITE RESPONSE FROM NUMERICAL SIMULATIONS AND MACHINE LEARNING J. Bustos, C. Pasten, F. Pinto, P. Pizarro, S. Ruiz | |||||||
15:00 - 15:09 | SIMULATION OF THE SEISMIC RESPONSE OF VERTICAL INSTRUMENTED ARRAYS IN LIQUEFIABLE SITES R. Mohammadi, A. Chiaradonna, P. Monaco | |||||||
15:09 - 15:18 | INVESTIGATIONS AND LIQUEFACTION ASSESSMENT AT THE PAGLIARE DI SASSA SITE (L'AQUILA, CENTRAL ITALY) A. Chiaradonna, P. Monaco, M. Tallini | |||||||
15:18 - 15:27 | THE INFLUENCE OF THE STIFFNESS AND SOFTNESS OF SUPPORTING SOIL ON SEISMIC DISPLACEMENT OF EMBANKMENT K. Abe, N. Sento | |||||||
15:27 - 15:36 | SLOPE STABILITY EFFECTS ON BUILDINGS AS A LIMIT ANALYSIS APPLICATION R. Zona, S. Palladino, L. Esposito, V. Minutolo | |||||||
15:36 - 15:45 | EFFECTS OF NON-LINEAR SOIL BEHAVIOUR ON THE SEISMIC RESPONSE OF MULTI-PROPPED EMBEDDED STRUCTURES M. Zucca, M. Tropeano, F.M. Soccodato | |||||||
TUESDAY | ||||||||
AMBER 8 | Convenors: A. Chiaradonna, T. Carey, M. De Cristofaro | ||||||||
09:00 - 09:03 | INTRODUCTION | |||||||
09:03 - 09:12 | REVIEW OF THE LATEST BENCHMARKING EXERCISES ON 1D NONLINEAR SITE RESPONSE J. Régnier | |||||||
09:12 - 09:21 | THE SHEAR STRAIN INDEX TO TRACK THE SOIL NONLINEARITY IN THE ITALIAN SEISMIC CONTEXT. G. Falcone, A. Chiaradonna, A. Mendicelli, G. Acunzo, M. Moscatelli | |||||||
09:21 - 09:30 | EPISTEMIC UNCERTAINTY OF EFFECTIVE STRAIN COEFFICIENTS IN EQUIVALENT-LINEAR DECONVOLUTION ANALYSIS H. Sato | |||||||
09:30 - 09:39 | THE EFFECT OF SOIL NON-LINEARITY ON LARGE LANDSLIDES CAUSED BY LIQUEFACTION AND WATER INFLOW K. Ichii, S. Murata | |||||||
09:39 - 09:48 | ASSESSMENT OF POST-LIQUEFACTION CONSOLIDATION SETTLEMENTS AFTER THE 2012 EMILIA EARTHQUAKE M. Albano, A. Chiaradonna, M. Saroli, M. Moro, G. Solaro, A. Pepe | |||||||
09:48 - 09:57 | AN OVERVIEW ON THE NONLINEAR BEHAVIOR OF INTERMEDIATE SOILS P. Monaco, L. Tonni, A. Chiaradonna | |||||||
09:57 - 10:06 | EFFECT OF PARTICLE SHAPE ON THE CYCLIC BEHAVIOUR OF A SAND R. Banerjee, A. Sengupta, Y.M. Parulekar, J. Chattopadhyay | |||||||
10:06 - 10:15 | LIQUEFACTION POTENTIAL OF COASTAL SANDS DURING THE 9TH OF NOVEMBER 2022 EARTHQUAKE (ITALY) F. Dezi, A. Merli, A. Chiaradonna | |||||||
MONITOR 10 | Convenors: A. Chiaradonna, T. Carey, M. De Cristofaro | ||||||||
10:30 - 10:40 | SITE CLASSIFICATION AND SITE COEFFICIENTS FOR 1D AND 2D SHALLOW SOIL SITES J. Park, H. Park, D. Kim | |||||||
10:40 - 10:50 | USE OF AMBIANT NOISE FOR BETTER ASSESMENT OF DYNAMIC PARAMETERS AND EVALUATION OF VALLEY EFFECT M. Verret, M. Karray | |||||||
10:50 - 11:00 | STUDY OF VALLEY EFFECTS IN GÖKSUN DISTRICT (TÜRKIYE) DURING THE 6TH FEBRUARY EARTHQUAKES T.O. Gul, E. Karakan, A. Sezer, A. Chiaradonna, C. Kincal, M. Karray, G. Lanzo, P. Monaco | |||||||
11:00 - 11:10 | ASSESSMENT OF BUILDING DAMAGE IN GÖLBASI CITY AFTER THE 6TH OF FEBRUARY 2023 TÜRKIYE EARTHQUAKES M. Pulsoni, L. Fiorini, L. Saganeiti, A. Chiaradonna, A. Sezer | |||||||
11:10 - 11:20 | ENHANSING EARTH DAM SEISMIC PERFORMANCE ASSESSMENT WITH ENERGY-BASED APPROACH S. Amirpour, N. Ghlamallah, M. Karray | |||||||
11:20 - 11:30 | SEISMIC MICROZONATION STUDIES BY USING THE EQUIVALENT LINEAR APPROACH (L'AQUILA, CENTRAL ITALY) M. Tallini, E. Morana, V. Guerriero | |||||||
11:30 - 11:40 | STIFFNESS MATRIX BEM CALCULATION FOR SOIL STRUCTURE INTERACTION IN FE R. Zona, S. Palladino, L. Esposito, H. Imani, V. Minutolo | |||||||
11:40 - 11:45 | DISCUSSION |