An overview of the model container types in physical modeling of geotechnical problems

P Esmaeilpour, A Mamazizi… - Soil Dynamics and …, 2023 - Elsevier
Physical modeling is a powerful tool among experimental methods that has been widely
used to simulate the seismic behavior of various earthquake-related geotechnical problems …

Strain effects on kinematic pile bending in layered soil

S Sica, G Mylonakis, AL Simonelli - Soil Dynamics and Earthquake …, 2013 - Elsevier
The kinematic bending of single piles in two-layer soil is explored to account for soil stiffness
degradation and associated damping increase with increasing levels of shear strain, a …

Characterisation of shear wave velocity profiles of non-uniform bi-layer soil deposits: analytical evaluation and experimental validation

MG Durante, D Karamitros, L Di Sarno, S Sica… - Soil Dynamics and …, 2015 - Elsevier
A crucial aspect of physical geotechnical model tests (under both 1-g and ng conditions) is
the evaluation of the initial (low-strain) stiffness of the soil layers of the sample test deposit …

[PDF][PDF] Experimental and numerical assessment of dynamic soil-pile-structure interaction

MG Durante, AL Simonelli, L Di Sarno… - Diss. Ph. D. Thesis …, 2015 - researchgate.net
ABSTRACT A reliable approach for studying the seismic soil-pile-structure interaction is the
physical modelling of scaled models in 1-g or ng devices. A comprehensive laboratory test …

[PDF][PDF] Soil-pile-structure-interaction: Experimental results and numerical simulations

MG Durante, L Di Sarno, CA Taylor, G Mylonakis… - Proc. of …, 2015 - academia.edu
SOIL-PILE-STRUCTURE-INTERACTION: EXPERIMENTAL RESULTS AND NUMERICAL
SIMULATIONS Page 1 COMPDYN 2015 5th ECCOMAS Thematic Conference on Computational …

[PDF][PDF] Experimental investigation of soil-pile-structure seismic interaction

AL Simonelli, L Di Sarno, MG Durante… - Proceeding of the 15th …, 2012 - academia.edu
The cyclic and seismic response of soil-pile-structure systems is assessed through
comprehensive experimental tests performed on the 3mx3m shaking table of the Bristol …

Seismic pile-soil interaction: Experimental results vs. numerical simulations

MG Durante, L Di Sarno, S Sica… - 4th …, 2013 - khalifauniversity.elsevierpure.com
The present analytical work discusses the outcomes of a series of 1-g shaking table
experimental tests that were carried out to validate numerical models formulated for …

[PDF][PDF] Experimental measurements of geotechnical system in 1-g tests

MG Durante, L Di Sarno, S Sica, G Mylonakis… - Proc. of 20th IMEKO …, 2014 - imeko.org
The geotechnical systems are often studied analysing the response of scaled models in 1-g
or ng devices. A crucial aspect in these kind of models is the capability to read the real …

[PDF][PDF] 유체-구조물-지반상호작용을고려한비결합말뚝기초에지지된LNG 저장탱크의수평지진입력에대한지진응답매개변수해석

IM Son, JM Kim - koreascience.kr
/ABSTRACT/This study performed the seismic response analysis of an LNG storage tank
supported by a disconnected piled raft foundation (DPRF) with a load transfer platform …

유체-구조물-지반상호작용을고려한비결합말뚝기초에지지된LNG 저장탱크의수평지진입력에대한지진응답매개변수해석

손일민, 김재민 - 한국지진공학회논문집, 2024 - dbpia.co.kr
ㅊ This study performed the seismic response analysis of an LNG storage tank supported by
a disconnected piled raft foundation (DPRF) with a load transfer platform (LTP). For this …