Analysis of an image-based method to quantify the size and shape of sand particles

F Altuhafi, C O'Sullivan, I Cavarretta - Journal of Geotechnical and …, 2013 - ascelibrary.org
Sand response depends on particle morphology (size and shape). In geotechnical research
and practice, size is typically assessed by sieve analysis and particle shapes are …

Effects of interface roughness, particle geometry, and gradation on the sand–steel interface friction angle

F Han, E Ganju, R Salgado, M Prezzi - Journal of Geotechnical and …, 2018 - ascelibrary.org
Determination of interface shear strength is crucial in the design of many geotechnical
structures. To study the effect of interface roughness, particle geometry (size and shape) …

[HTML][HTML] A sand-rubber deformable granular layer as a low-cost seismic isolation strategy in develo** countries: Experimental investigation

A Tsiavos, NA Alexander, A Diambra, E Ibraim… - Soil Dynamics and …, 2019 - Elsevier
This paper presents experimental investigations on the feasibility of using a sand-rubber
deformable granular layer as a low-cost seismic isolation strategy for develo** countries …

Shear strength behavior and parameters of microbial gellan gum-treated soils: from sand to clay

I Chang, GC Cho - Acta Geotechnica, 2019 - Springer
Microbial biopolymers have recently been introduced as a new material for soil treatment
and improvement. Biopolymers provide significant strengthening to soil, even in small …

[HTML][HTML] Current situations, advantages/disadvantages and future developments of resilient deformation characterizations of unbound granular material: A state-of-the …

S Li, P Hao - Journal of Traffic and Transportation Engineering …, 2023 - Elsevier
A state-of-the-art review was delivered in the manuscript to analyze the current situations
and the advantages/disadvantages of resilient deformation related issues to the unbound …

Exploring the macro-and micro-scale response of an idealised granular material in the direct shear apparatus

L Cui, C O'sullivan - Géotechnique, 2006 - icevirtuallibrary.com
The development of the distinct element method (DEM) has presented researchers with a
tool to obtain detailed information about the particle-scale interactions during the standard …

Integral abutment bridges: investigation of seismic soil‐structure interaction effects by shaking table testing

G Fiorentino, C Cengiz, F De Luca… - Earthquake …, 2021 - Wiley Online Library
In recent years there has been renewed interest on integral abutment bridges (IABs), mainly
due to their low construction and maintenance cost. Owing to the monolithic connection …

A simple breakage model for calcareous sand and its FE implementation

L Cheng, MS Hossain, Y Hu, YH Kim… - Journal of Geotechnical …, 2022 - ascelibrary.org
This paper reports the development of a particle breakage model within a finite-element (FE)
framework based on the modified Mohr–Coulomb model (MMC). A modified form of the …

Numerical analysis of large-diameter monopiles in dense sand supporting offshore wind turbines

SS Ahmed, B Hawlader - International Journal of Geomechanics, 2016 - ascelibrary.org
Large-diameter monopiles are widely used foundations for offshore wind turbines. In the
present study, three-dimensional finite-element (FE) analyses are performed to estimate the …

Finite element modeling of lateral pipeline–soil interactions in dense sand

K Roy, B Hawlader, S Kenny… - Canadian Geotechnical …, 2015 - cdnsciencepub.com
Finite element (FE) analyses of pipeline–soil interaction for pipelines buried in dense sand
subjected to lateral ground displacements are presented in this paper. Analysis is performed …