[HTML][HTML] Experimental study on repeatedly loaded foundation soil strengthened by wraparound geosynthetic reinforcement technique

MNA Raja, SK Shukla - Journal of Rock Mechanics and Geotechnical …, 2021 - Elsevier
In the recent past, the potential benefits of wraparound geosynthetic reinforcement
technique for constructing the reinforced soil foundations have been reported. This paper …

Efficiency of cellular geosynthetics for foundation reinforcement

M Oliaei, S Kouzegaran - Geotextiles and Geomembranes, 2017 - Elsevier
A numerical simulation of geocell-reinforced foundation beds is reported. The three-
dimensional geocells and soil are simulated separately using FLAC 3D Finite Difference …

A quasi-2D exploration of optimum design settings for geotextile-reinforced sand in assistance with PIV analysis of failure mechanism

B Ates, E Sadoglu - Geotextiles and Geomembranes, 2023 - Elsevier
Many earlier studies were focused on testing different types of geosynthetics to investigate
effect of reinforcement on bearing capacity, but the effect of tensile strength on the failure …

Enhancing the bearing capacity of unpaved roads on soft clay subgrade using geogrid reinforcement with a triaxial configuration

H Poorahong, P Jamsawang, N Thanasisathit… - … and Building Materials, 2024 - Elsevier
This study evaluated the performance of unpaved roads reinforced with triaxial geogrids
over soft clay subgrades. The experimental setup involved a fully instrumented road model …

Sustainable application of waste tire chips and geogrid for improving load carrying capacity of granular soils

RK Mittal, G Gill - Journal of Cleaner Production, 2018 - Elsevier
The objective of the present study is to explore the viability of using waste tire chips and
combined waste tire chips, geogrid reinforcement for improving load-carrying capacity of …

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 …

[HTML][HTML] Performance of a triaxial geogrid-reinforced crushed rock base underlain by a soft clay subgrade

H Poorahong, P Jamsawang, N Thanasisathit… - Case Studies in …, 2024 - Elsevier
This large-scale test investigated the behavior of a pavement structure composed of a
crushed rock base underlain by a soft clay subgrade reinforced with a triaxial geogrid under …

Discrete element analysis of geogrid–aggregate interface shear behavior under cyclic normal loading

YQ Wang, SJ Feng - Canadian Geotechnical Journal, 2023 - cdnsciencepub.com
The stability of a geogrid-stabilized structure affected by cyclic normal loading (CNL) is
significant but has not been fully revealed. Using the discrete element method (DEM), the …

Use of waste tire-chips in shallow footings subjected to eccentric loading-an experimental study

G Gill, RK Mittal - Construction and Building Materials, 2019 - Elsevier
Growing generation of waste tires represents a serious danger to the environment and
human well-being. This paper focusses on applications of tire wastes in shallow footings …

Bearing capacity of strip foundations in horizontal-vertical reinforced soils

J Hou, M Zhang, Z Dai, J Li, F Zeng - Geotextiles and Geomembranes, 2017 - Elsevier
The formula for calculating the ultimate bearing capacity of horizontal-vertical reinforced soil
is investigated based on the failure mode and the mechanism of sand beds reinforced with …