Seismic response of shallow foundations over liquefiable soils improved by deep soil mixing columns

A Hasheminezhad, H Bahadori - Computers and Geotechnics, 2019 - Elsevier
There are limited information on how an artificially non-liquefiable soil layer created by
ground improvement beneath shallow foundations can help the reduction of liquefaction …

Influence of dense granular columns on the performance of level and gently sloping liquefiable sites

M Badanagki, S Dashti, P Kirkwood - Journal of Geotechnical and …, 2018 - ascelibrary.org
Dense granular columns are often used as a liquefaction mitigation measure to (1) enhance
drainage;(2) provide shear reinforcement; and (3) densify and increase lateral stresses in …

Numerical study on ground improvement for liquefaction mitigation using stone columns encased with geosynthetics

L Tang, S Cong, X Ling, J Lu, A Elgamal - Geotextiles and Geomembranes, 2015 - Elsevier
The geosynthetic-encased stone column (ESC) strategy has been extensively used for
improving soft soils. However, no studies have been conducted to assess the use of ESCs to …

Advanced seismic analysis of soil-foundation-structure interaction for shallow and pile foundations in saturated and dry deposits: Insights from 3D parallel finite …

A Asgari, M Bagheri, M Hadizadeh - Structures, 2024 - Elsevier
The research aims to investigate and compare the seismic responses of various models,
including free field, pile group, fixed base, and shallow/deep foundation-structure with …

Influence of ground motion characteristics (velocity pulse and duration) on the pile responses in liquefiable soil deposits

T Mo, Q Wu, DQ Li, W Du - Soil Dynamics and Earthquake Engineering, 2022 - Elsevier
In this paper, three-dimensional finite-element analyses are conducted to study the effects of
ground-motion duration and the presence of velocity pulse on the pile responses in …

Seismic analysis of stone column improved liquefiable ground using a plasticity model for coarse-grained soil

YX Zou, JM Zhang, R Wang - Computers and Geotechnics, 2020 - Elsevier
This paper presents the seismic analysis of stone column (SC) improved liquefiable ground
using a three-dimensional (3D) plasticity model with unified description of coarse-grained …

Dense granular columns in liquefiable ground. I: Shear reinforcement and cyclic stress ratio reduction

D Rayamajhi, SA Ashford, RW Boulanger… - … of geotechnical and …, 2016 - ascelibrary.org
The installation of dense granular columns by various construction techniques can be used
to mitigate liquefaction through a combination of densification, increase of lateral stresses …

Liquefaction mitigation mechanisms of stone column-improved ground by dynamic centrifuge model tests

YG Zhou, K Liu, ZB Sun, YM Chen - Soil Dynamics and Earthquake …, 2021 - Elsevier
Stone column is one of the prevailing liquefaction mitigation techniques to densify the
surrounding soil, expedite the drainage and bring the possible shear reinforcement effect …

Numerical evaluation of seismic response of shallow foundation on loose silt and silty sand

A Asgari, A Golshani, M Bagheri - Journal of Earth System Science, 2014 - Springer
This study includes the results of a set of numerical simulations carried out for sands
containing plastic/non-plastic fines, and silts with relative densities of approximately 30 …

Bearing capacity of a group of stone columns in soft soil

M Etezad, AM Hanna, T Ayadat - International Journal of …, 2015 - ascelibrary.org
Installation of stone column is a viable, cost effective, and environmentally friendly ground-
improvement technique. Columns are made of compacted aggregate and are installed in …