Numerical Analysis of Surcharge Effect on Stability and Interaction Mechanism of Slope-Pile-Footing System
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Publisher
Springer Science and Business Media LLC
Link
https://link.springer.com/content/pdf/10.1007/s12583-023-1866-7.pdf
Reference73 articles.
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2. Alamshahi, S., Hataf, N., 2009. Bearing Capacity of Strip Footings on Sand Slopes Reinforced with Geogrid and Grid-Anchor. Geotextiles and Geomembranes, 27(3): 217–226. https://doi.org/10.1016/j.geotexmem.2008.11.011
3. Ashour, M., Ardalan, H., 2012. Analysis of Pile Stabilized Slopes Based on Soil-Pile Interaction. Computers and Geotechnics, 39: 85–97. https://doi.org/10.1016/j.compgeo.2011.09.001
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5. Banerjee, S., Goh, S. H., Lee, F. H., 2014. Earthquake-Induced Bending Moment in Fixed-Head Piles in Soft Clay. Géotechnique, 64(6): 431–446. https://doi.org/10.1680/geot.12.p.195
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