Results 71 to 80 of about 8,262 (182)
Due to the limited clarification of the combined effect of geogrid layers and a 0.4B skirt on square footings over weak dry sand, this paper summarizes the bearing capacity of a square shallow footing with dimensions of 10 × 10 cm under central loading,
Hayder Ghazi Jassim, Mahmood D. Ahmed
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Based on the large-scale model test system, dynamic model tests on geogrid-reinforced XCC piles-supported embankment of expressways under traffic loads are carried out. The dynamic parameters under the vehicles different speeds are monitored.
YIN Feng 1,2, LIU Han-long 1,2,3, CHEN Yu-min 3, LI Jian-bin 1,2, ZHOU Hang 1,2, CHU Jian 4
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Results of studies of volumetric geogrid
Introduction. As part of the work on the study of methods of protection of slopes from erosion using bulk geogrid was found the problem of leaching the filler material from the cells under the influence of water flow. The relevance of the work is due to the widespread use of bulk geogrid structures in the construction, which are the subject of the ...
Nikita A. Zubachev +3 more
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Geogrids are widely used in foundation engineering for reinforcing foundations due to their light weight, high strength, and excellent performance.
Hui Yuan +3 more
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The short-term tensile response is one of the key aspects in designing geogrid-reinforced soil structures. In this paper a simple data-driven 3D orthotropic model for the short-term tensile response is proposed. The Hill48 yield model is chosen to represent the orthotropic behaviour of the geogrid, and a procedure to obtain the necessary parameters ...
Paiva, Lucas +3 more
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Research on Optimized Seismic Design of Geogrid-reinforced Road Embankment
:To study the seismic design of subgrade engineering, subgrade seismic damage of Wenchuan 8.0 Earthquake was investigated. Two damage types of un-reinforced road embankment under earthquake were found, including slope collapsing and pavement cracking ...
Wang Jian
doaj
A sensitivity analysis of the parameters contributing to load development in geogrid pullout testing [PDF]
A dataset of 334 geogrids pullout tests was analysed to identify the soil and geogrid parameters that have the most significant effect on the rate of load development (K) during pullout.
Marx David H., Zornberg Jorge G.
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This study investigates the effectiveness of combining helical piles (HPs) with geogrid reinforcement compared to conventional piles in improving pullout performance in dense sand, addressing a key challenge in reinforced foundation design.
Mehdi Ebadi-Jamkhaneh +6 more
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Public contructions built on soft soil such as clay would face some problems such as long period consolidation time, unstability embankment slope, not easily compacted and high level settlement.
A. Adhe Noor Patria SH
doaj
Performance of square footing on geogrid reinforced soft clay
Developing mega structures like highways and railways, bridges, and tall buildings constructed over soft clay becomes challenging for geotechnical engineers.
Ahmed Nabil El-Attar, Ahmed A. El-Latief
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