Physical Modelling of a Strip Footing on a Geosynthetic Reinforced Soil Wall Containing Tire Shred Subjected to Monotonic and Cyclic Loading
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Publisher
International Digital Organization for Scientific Information (IDOSI)
Subject
General Engineering
Cited by 9 articles. 订阅此论文施引文献 订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献
1. Experimental study on the performance of geogrid-reinforced soil (GRS) walls under monotonic footing loading;European Journal of Environmental and Civil Engineering;2024-08-15
2. Undrained Bearing Capacity and Failure Mechanism of Strip Footings on Slopes Considering Multilayered Soils;Arabian Journal for Science and Engineering;2024-06-27
3. Cyclic and Monotonic Behavior of Non-plastic Silts with the Presence of Initial Static Shear Stress Using Strain Energy Approach: A Case Study for a Tailings Dam;International Journal of Engineering;2024
4. On the Potential of Using Random Forest Models to Estimate the Seismic Bearing Capacity of Strip Footings Positioned on the Crest of Geosynthetic-Reinforced Soil Structures;Geosciences;2023-10-20
5. A prediction model for the seismic bearing capacity of a shallow foundation positioned on the crest of a geosynthetic reinforced soil structure;Geosynthetics: Leading the Way to a Resilient Planet;2023-09-11
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