Model experiments to assess effect of eccentric loading on the ultimate bearing capacity of a strip footing near a dry sand slope
Author:
Affiliation:
1. Laboratory of Research in Hydraulic Applied LARHA, University Of Batna2, Batna, Algeria
2. Laboratory of research in Civil engineering LRGC, University of Biskra, Biskra, Algeria
Publisher
Informa UK Limited
Subject
Soil Science,Geotechnical Engineering and Engineering Geology,Environmental Engineering
Link
https://www.tandfonline.com/doi/pdf/10.1080/19386362.2019.1665385
Reference65 articles.
1. Finite Element Investigation of the Bearing Capacity of Square Footings Resting on Sloping Ground
2. Large Model Spread Footing Load Tests on Geosynthetic Reinforced Soil Foundations
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1. Performance of eccentrically loaded strip footings on geocell-reinforced soil;Geotextiles and Geomembranes;2024-08
2. Experimental study on bearing capacity of footing near sand slope;OIL AND GAS ENGINEERING (OGE-2022);2023
3. A Comparative Study of Two Soil Models of Tower Settlement under Eccentric Loading Nearby Slope;Diyala Journal of Engineering Sciences;2022-12-18
4. Assessing the Effect of Underground Void on Strip Footing Sitting on a Reinforced Sand Slope with Numerical Modeling;Engineering, Technology & Applied Science Research;2022-08-07
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