Results 31 to 40 of about 8,262 (182)

Structural Features of High Density Polyethylene Steel-Plastic Tenon Geogrid

open access: yesChemical Engineering Transactions, 2018
By attaching the tenon design to the high-density polyethylene (HDPE) steel-plastic composite geogrid, one new type of geogrid structure named steel-plastic tenon geogrid is designed, which can improve the anti- extraction stability of the grid, further ...
Cunjia Qiu, Shuang Wang
doaj   +1 more source

Evaluation of Interface Shear Strength Properties of Geogrid Reinforced Foamed Recycled Glass Using a Large-Scale Direct Shear Testing Apparatus

open access: yesAdvances in Materials Science and Engineering, 2015
The interface shear strength properties of geogrid reinforced recycled foamed glass (FG) were determined using a large-scale direct shear test (DST) apparatus. Triaxial geogrid was used as a geogrid reinforcement. The geogrid increases the confinement of
Arul Arulrajah   +5 more
doaj   +1 more source

Experimental study of pullout behavior of horizontal anchor plates in geogrid reinforced sand

open access: yesRock and Soil Mechanics, 2022
Geogrid reinforcements can effectively improve the pullout capacity of anchor plates, but the failure mechanism and influencing factors during the uplift process need to be further investigated.
ZHU Hong-hu   +3 more
doaj   +1 more source

Use of Geogrid for Improved Performance of Ballasted Tracks: Experimental and DEM Approaches

open access: yesInternational Journal of Geosynthetics and Ground Engineering
This paper presents a study on the enhanced performance of ballasted tracks through the implementation of geogrids. A series of large-scale direct shear tests and impact tests was conducted with three distinct types of geogrids.
T. Ngo, B. Indraratna
semanticscholar   +1 more source

Investigation on tunnel stability considering pipe‐roof support with transparent soil technology

open access: yesDeep Underground Science and Engineering, EarlyView.
This study integrates transparent soil technology, 3D reconstruction and numerical simulation to captures the full‐field deformation of shield tunnel instability. Results demonstrate that pipe‐roof support enhances stability via the “soil‐arching barrier effect,” effectively restraining failure wedge development by extending stress transfer paths ...
Zhi Jia   +4 more
wiley   +1 more source

Large-scale direct shear tests on properties of geogrid-soil interfaces

open access: yesYantu gongcheng xuebao, 2019
The properties of geogrid-soil interface directly influences the safety and stability of reinforced earth projects. However, there are few researches on the interface properties of geogrid with different soil materials at the two sides of geogrid.
LIU Kai-fu 1, XU Jia-pei 1, ZHOU Qing-song 1, XIE Xin-yu 2, 3, HU Yi 1
doaj   +1 more source

Study on Interface Interaction between Uniaxial Geogrid Reinforcement and Soil Based on Tensile and Pull-Out Tests

open access: yesSustainability, 2022
The interaction between reinforcement and soil is a key problem in the application of geosynthetics as reinforcement in geotechnical engineering. In this study, tensile and pull-out tests on a uniaxial geogrid were carried out using self-designed tensile
Xiaoguang Cai   +5 more
semanticscholar   +1 more source

Embodied Intelligence for Soil Health toward Sustainable Smart Agriculture: Sensing the Soil with Flexible Geotextiles Sensors

open access: yesGlobal Challenges, Volume 10, Issue 6, June 2026.
This review examines the transition from rigid to flexible soil sensing technologies in the context of soil as a dynamic and heterogeneous environment. By integrating sensor types, sensing modalities, materials, fabrication and deployment strategies, and IoT‐enabled energy and communication approaches, it highlights geotextiles as scalable sensing ...
Ayse Feyza Yilmaz   +7 more
wiley   +1 more source

Experimental study on geogrid-soil interface properties based on pullout tests: A case study

open access: yesCase Studies in Construction Materials
The geogrid-soil interaction, which is crucial to the safety and stability of reinforced soil structures, is determined by the key variables of both geogrids and soils.
Zhijie Wang   +4 more
doaj   +1 more source

Utilization of Geogrid and Water Cushion to Reduce the Impact of Nappe Flow and Scouring on the Downstream Side of a Levee

open access: yesFluids, 2022
Water overflowing from a levee generates scour holes on the toe, which progresses towards the backward crest of the levee and results in nappe flow generation. The direct collision of nappe flow on the downstream area causes levee failure.
Fakhari Abbas, N. Tanaka
semanticscholar   +1 more source

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