Results 101 to 110 of about 8,262 (182)
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Cyclic response of stereoscopic geogrid–sand interface under static and cyclic loading

Geosynthetics International, 2023
The investigation of cyclic shear response on a geosynthetic–soil interface is important for reinforced soil structures. A stereoscopic geogrid with a thickened transverse-rib thickness increases the interaction with the soil compared with a planar ...
W. Zeng, F. Liu, M. Ying
semanticscholar   +1 more source

Load-settlement response of strip footing overlaid fine sand strengthened with different arrangements of geogrid inclusions

Journal of Structural Integrity and Maintenance, 2023
This study reports the results of experiments conducted on strip foundations with and without reinforced geogrids over fine sand and with a wraparound geogrid arrangement.
H. Ahmad   +3 more
semanticscholar   +1 more source

Geogrid-soil interaction: A new conceptual model and testing apparatus

Geotextiles and Geomembranes, 2021
Raúl Fuentes   +2 more
exaly   +2 more sources

Evaluation of geogrid reinforcement of flexible pavement performance: A review of large-scale laboratory studies

, 2021
Many researchers have conducted laboratory studies for assessing the interaction mechanism of soil and geosynthetics and have shown that the performance of flexible pavement is enhanced by geosynthetic reinforcement through extending their service life ...
H. Alimohammadi   +4 more
semanticscholar   +1 more source

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

Geosynthetics International, 2022
This paper presents interaction experiments with transparent soil to investigate the load transfer at the interface of different geosynthetic reinforcements.
J. Derksen, R. Fuentes, M. Ziegler
semanticscholar   +1 more source

Influence of tensile strength of geogrid and subgrade modulus on layer coefficients of granular bases

Transportation Geotechnics, 2021
This paper presents a series of large-scale laboratory experiments conducted on pavement sections to evaluate the performance of geogrid-reinforced base layer overlying various subgrade conditions (resilient modulus ranging between 10 MPa and 72 MPa ...
B. Ramu   +3 more
semanticscholar   +1 more source

Geogrid Reinforcement in Landfill Closures

Geotextiles and Geomembranes, 1991
Abstract This paper illustrates the use of geogrids in landfill closures from the perspective of both cover soil stability and subsidence-induced liner support. Both applications have as their objective the avoidance, or at least the minimization, of tensile stresses in the geomembrane. Case histories regarding each application are provided.
Robert G. Carroll, Vicky Chouery-Curtis
openaire   +1 more source

Test and DEM investigation on shear behaviour of three-dimensional geogrid–sand interface

Geosynthetics International, 2022
Interface shear characteristics have an important impact on the stability of geosynthetically reinforced soil structures. The shear characteristics of three-dimensional geogrid–sand interfaces were investigated using large-scale direct shear tests and ...
W. Zeng, F. Liu, X. Zhu, J. He, J. Wang
semanticscholar   +1 more source

Shear Resistance Evolution of Geogrid-Aggregate Interfaces under Direct Shear: Insights from 3D DEM Simulations

Canadian geotechnical journal (Print)
This paper presents a mesoscopic evaluation of the shear resistance evolution of geogrid-aggregate interfaces subjected to direct shear loading. A three-dimensional discrete element method (DEM) model was developed based on experimental data. The tensile
Yafei Jia   +3 more
semanticscholar   +1 more source

Effect of different forms on geogrid tensile properties based on 3D printing technology

Journal of Thermoplastic Composite Materials, 2022
Plastic materials are widely used as geosynthetics. The use of plastic products poses a serious environmental risk due to their degradation. Aiming at the environmental problems caused by the difficulty of direct degradation of traditional plastic ...
J. Gao   +3 more
semanticscholar   +1 more source

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