Small-strain shear modulus and damping ratio of sand-rubber and gravel-rubber mixtures
A Anastasiadis, K Senetakis, K Pitilakis - Geotechnical and Geological …, 2012 - Springer
This study examines the small-strain dynamic properties of mixtures composed of sandy and
gravelly soils with granulated tire rubber in terms of shear modulus (GO), and damping ratio …
gravelly soils with granulated tire rubber in terms of shear modulus (GO), and damping ratio …
[PDF][PDF] Dynamic behavior of sand/rubber mixtures. Part I: Effect of rubber content and duration of confinement on small-strain shear modulus and damping ratio
A Anastasiadis, K Senetakis, K Pitilakis… - Journal of ASTM …, 2012 - ikee.lib.auth.gr
The paper examines the small-strain dynamic properties of mixtures composed of sandy
soils with recycled tire rubber. For this purpose, the experimental results stemming from a …
soils with recycled tire rubber. For this purpose, the experimental results stemming from a …
Effects of state of test sample, specimen geometry and sample preparation on dynamic properties of rubber–sand mixtures
K Senetakis, A Anastasiadis - Geosynthetics International, 2015 - icevirtuallibrary.com
The study presents resonant column test results on sand mixed with granulated rubber. The
experiments were carried out on samples within a range of rubber content from 0 to 15% by …
experiments were carried out on samples within a range of rubber content from 0 to 15% by …
Investigation of the micro-mechanics of sand–rubber mixtures at very small strains
JC Lopera Perez, CY Kwok… - Geosynthetics …, 2017 - icevirtuallibrary.com
This study presents a series of discrete element method (DEM) simulations consisting of
mixtures of stiff (sand) and soft (rubber) particles, subjected to monotonic triaxial shearing …
mixtures of stiff (sand) and soft (rubber) particles, subjected to monotonic triaxial shearing …
[PDF][PDF] Seismic response of structures on improved soil
K Pitilakis, K Trevlopoulos, A Anastasiadis… - Proceedings of the …, 2011 - bwk.kuleuven.be
The paper is a short discussion on the problem of assessment of the seismic performance of
structures on improved soil conditions. It aims to demonstrate the effect of soil reinforcement …
structures on improved soil conditions. It aims to demonstrate the effect of soil reinforcement …
Microstructural characterization of layers produced by plasma nitriding on austenitic and superaustenitic stainless steel grades
GE Totten, LC Casteletti… - Journal of ASTM …, 2012 - asmedigitalcollection.asme.org
Some well-known mobile bearing designs have had truly excellent long-term clinical results.
Their lower constraint and ability for some self-alignment might have helped reduce the …
Their lower constraint and ability for some self-alignment might have helped reduce the …
[PDF][PDF] Demand spectra for PBD in case of improved soils, existence of basements and shallow underground cavities
K Pitilakis, K Trevlopoulos… - … on Geotechnical Safety …, 2011 - researchgate.net
The main objective of this paper is to highlight the variation of the “design” input motion
compared to the free field seismic motion, due to the presence of basements, soil …
compared to the free field seismic motion, due to the presence of basements, soil …
Elastik Zeminle Etkileşen Tsd Sistemlerde Süneklik Talebinin Belirlenmesi
OC Öğüt - 2011 - polen.itu.edu.tr
Özet Bu çalışmada TSD dinamik sistemlerin süneklik talebini mesnetlik eden elastik zeminle
etkileşiminin nasıl değiştirdiği incelenmiştir. Söz konusu süneklik talebinin geometrik oran …
etkileşiminin nasıl değiştirdiği incelenmiştir. Söz konusu süneklik talebinin geometrik oran …