M Gu, H Mo, J Qiu, J Yuan, Q Xia - Frontiers in Materials, 2022 - frontiersin.org
The bearing capacity and deformation characteristics of floating stone columns were complicated and are not thoroughly understood. In the present study, a series of …
MJ Rezaei-Hosseinabadi, M Bayat, B Nadi… - Case Studies in …, 2022 - Elsevier
Granular column is an attractive mitigation method which is widely used in geotechnical engineering to enhance the bearing capacity, reduce settlement and accelerate …
P Debnath, AK Dey - Geotextiles and Geomembranes, 2017 - Elsevier
Stone columns develop their load carrying capacity from the circumferential confinement provided by the surrounding soils. In very soft soils, the circumferential confinement offered …
JF Chen, LY Li, Z Zhang, X Zhang, C Xu… - Geotextiles and …, 2021 - Elsevier
Geosynthetic-encased stone column (GESC) has been proven as an effective alternative to reinforcing soft soils. In this paper, a series of centrifuge model tests were conducted to …
This paper presents the results of the laboratory model tests and the numerical studies conducted on small diameter PVC pipes, buried in geocell reinforced sand beds. The aim of …
J Castro - Geotextiles and Geomembranes, 2017 - Elsevier
This paper presents a set of systematic 2D and 3D finite element analyses that study the performance of groups of encased stone columns beneath a rigid footing. Those numerical …
The behaviour of geosynthetic-encased granular columns (EGC) under vertical loads is reasonably well understood. To date, very little research has been done to understand the …
C Yoo, Q Abbas - Geotextiles and Geomembranes, 2020 - Elsevier
This paper presents the results of a laboratory investigation into the behavior of a geosynthetic encased stone column (GESC) installed in sand under cyclic loading using a …
LY Li, S Rajesh, JF Chen - Geotextiles and Geomembranes, 2021 - Elsevier
A series of centrifuge model tests were carried out to investigate the performance of geosynthetic-encased stone columns (GESCs) supported embankment under undrained …