Influence of debris flow solid fraction on rigid barrier impact
The dynamics of debris flows are fundamentally governed by the interaction between the
solid and fluid phases. However, current approaches used to estimate impact load treat …
solid and fluid phases. However, current approaches used to estimate impact load treat …
Rigid pile response to cyclic lateral loading: laboratory tests
This paper presents experimental work aimed at improving understanding of the behaviour
of rigid monopiles, in cohesionless soils, subjected to lateral cyclic loading. It involves 1 g …
of rigid monopiles, in cohesionless soils, subjected to lateral cyclic loading. It involves 1 g …
[图书][B] Tall building foundation design
HG Poulos - 2017 - taylorfrancis.com
This book provides a comprehensive guide to the design of foundations for tall buildings.
After a general review of the characteristics of tall buildings, various foundation options are …
After a general review of the characteristics of tall buildings, various foundation options are …
Soil–pile–structure interaction: experimental outcomes from shaking table tests
An effective way to study the complex seismic soil‐structure interaction phenomena is to
investigate the response of physical scaled models in 1‐g or n‐g laboratory devices. The …
investigate the response of physical scaled models in 1‐g or n‐g laboratory devices. The …
Investigation of seismic response of cantilever retaining walls: Limit analysis vs shaking table testing
The earthquake response of cantilever retaining walls is explored by means of theoretical
analyses and shaking table testing conducted at University of Bristol (EERC-EQUALS). The …
analyses and shaking table testing conducted at University of Bristol (EERC-EQUALS). The …
Experimental study in the shaking table of the input motion characteristics in the dynamic SSI of a SDOF model
G Biondi, MR Massimino, M Maugeri - Bulletin of Earthquake Engineering, 2015 - Springer
In conventional seismic design the capacity of the system is generally exploited only at the
superstructure level. However, soil non-linearity as well as soil-foundation interface non …
superstructure level. However, soil non-linearity as well as soil-foundation interface non …
Experimental assessment of the stress–strain behaviour of Leighton Buzzard sand for the calibration of a constitutive model
A number of constitutive models are nowadays implemented in numerical codes which
simulate the stress–strain behaviour of soil from very small to large strain. In this paper, the …
simulate the stress–strain behaviour of soil from very small to large strain. In this paper, the …
Physical modelling of shaking table tests on dynamic soil–foundation interaction and numerical and analytical simulation
MR Massimino, M Maugeri - Soil Dynamics and Earthquake Engineering, 2013 - Elsevier
Earthquake geotechnical engineering has been recognised as an important branch of
earthquake engineering. The analysis of soil–structure interaction may also be crucial when …
earthquake engineering. The analysis of soil–structure interaction may also be crucial when …
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 …
degradation and associated damping increase with increasing levels of shear strain, a …
Numerical modelling of a shaking table test for soil-foundation-superstructure interaction by means of a soil constitutive model implemented in a FEM code
G Abate, MR Massimino, M Maugeri… - Geotechnical and …, 2010 - Springer
Dynamic soil-structure interaction (DSSI) plays a fundamental role in many geotechnical
and/or structural design situations, as clearly shown by the damage which occurred during …
and/or structural design situations, as clearly shown by the damage which occurred during …