[HTML][HTML] Experimental and PIV evaluation of grain size and distribution on soil–geogrid interactions in pullout test

MR Abdi, H Mirzaeifar - Soils and foundations, 2017 - Elsevier
Due to complexity and a variety of influential factors, interactions at the soil-reinforcement
interface are still not fully understood. In current research, pullout tests are conducted to …

Pullout behavior of geocell reinforcement in cohesionless soils

A Isik, A Gurbuz - Geotextiles and Geomembranes, 2020 - Elsevier
Large-scale laboratory equipment was developed to assess interaction between soil and 3-
D honeycomb shaped geocell reinforcement under normal and interface shear stress. An …

Assessment of pegged geogrid (PG) pullout performance in coarse-grained soils using PIV analysis

MR Abdi, H Mirzaeifar, Y Asgardun, K Hatami - Geotextiles and …, 2024 - Elsevier
The paper examines the efficacy of using small, welded metal plates (pegs) in enhancing
the pullout resistance of commercially available geogrids. Soil deformations and particle …

A comprehensive review of soil strength improvement using geosynthetics

P Malik, SK Mishra - Materials Today: Proceedings, 2023 - Elsevier
Geosynthetics are revolutionary products and has tremendous uses in the field of road
construction and are widely used as reinforcement to increase the strength of soil/Slope …

Laboratory and numerical modeling of strip footing on geotextile-reinforced sand with cement-treated interface

A Ouria, A Mahmoudi - Geotextiles and Geomembranes, 2018 - Elsevier
This paper presents the results of a laboratory and numerical study on the effects of cement
treatment of the interface between geotextile and sand on the bearing capacity of a …

Quantifying the effects of geogrid reinforcement in unbound granular base

B Han, J Ling, X Shu, W Song, RL Boudreau… - Geotextiles and …, 2019 - Elsevier
This study presents an effort to quantify the effects of geogrid reinforcement in the unbound
granular base through laboratory testing. Two laboratory tests, the large-scale cyclic shear …

Quantifying progressive failure of micro-anchored fiber optic cable–sand interface via high-resolution distributed strain sensing

CC Zhang, HH Zhu, SP Liu, B Shi… - Canadian Geotechnical …, 2020 - cdnsciencepub.com
Distributed fiber optic sensing (DFOS) is gaining increasing interest in geotechnical
monitoring. By using soil-embedded fiber optic cables, strain profiles as well as deformation …

Novel soil-pegged geogrid (PG) interactions in pull-out loading conditions

MR Abdi, H Mirzaeifar, Y Asgardun - Geotextiles and Geomembranes, 2022 - Elsevier
In current study, large-scale pull-out tests were conducted to examine the behavior of a
novel reinforcement system named “Pegged Geogrid”(PG) under pull-out loading condition …

Geogrid-soil interaction: experimental analysis of factors influencing load transfer

J Derksen, R Fuentes, M Ziegler - Geosynthetics International, 2022 - icevirtuallibrary.com
This paper presents interaction experiments with transparent soil to investigate the load
transfer at the interface of different geosynthetic reinforcements. Microscopic interaction …

Effect of the geotextile arrangement on the bearing capacity of a strip footing

A Ouria, A Mahmoudi, H Sadeghpour - International Journal of …, 2020 - Springer
A series of laboratory tests were conducted to investigate the effect of the three-dimensional
arrangement of geotextile strips on the load-bearing capacity of a strip foundation on sand …