Behavior of granular column-improved clay under cyclic shear loading-Reference-Cited by-同舟云学术

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Behavior of granular column-improved clay under cyclic shear loading

Published:2021-11 Issue: Volume:31 Page:100654
ISSN:2214-3912
Container-title:Transportation Geotechnics
language:en
Short-container-title:Transportation Geotechnics

Author:

Aghili Ehsan,Hosseinpour Iman,Jamshidi Chenari Reza,Ahmadi Hadi

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology,Transportation,Civil and Structural Engineering

Reference36 articles.

1. Numerical evaluation of the behavior of ordinary and reinforced stone columns;Nav;Structures,2020

2. Cyclic and post-cyclic shear behaviour of interface between geogrid and EPS beads-sand backfill;Alaie;KSCE J Civ Eng,2018

3. Almeida MSS, Riccio M, Hosseinpour I, Alexiew D. Geosynthetic encased columns for soft soil improvement. Taylor & Francis, CRC Press, London, UK; 2018.

4. Behavior of stone columns based on experimental and FEM analysis;Ambily;J Geotech Geoenviron Eng,2007

5. Balaam NP, Booker JR. Effect of stone column yield on settlement of rigid foundations in stabilized clay.Int J Numer Anal Methods Geomechanics,9(4): 1985; 331-351.

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1. Pre-and post-cyclic behavior of soft ground improved by geogrid-encased granular columns considering clogging effect;Construction and Building Materials;2024-05

2. Three-Dimensional Numerical Analysis of Embankment Overlying Geotextile-Encased Columns with Granular Platform;Iranian Journal of Science and Technology, Transactions of Civil Engineering;2024-03-13

3. Shear Strength Behavior of Soft Clay Reinforced with Ordinary and Geotextile-Encased Granular Columns;International Journal of Geosynthetics and Ground Engineering;2023-11-01

4. Undrained Stability Analysis of Embankment on Ordinary and Encased-Granular Columns in Soft Clay;Transportation Infrastructure Geotechnology;2023-10-16

5. Influence of dual layer confinement on lateral load capacity of stone columns: An experimental investigation;GEOMECH ENG;2023

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