Application of the material point method in the modeling of arching effects behind retaining walls with active movements
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Apex Publishing
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https://nmce.kntu.ac.ir/article_188275_664996ea01d7bcfe9d59744e7681fcea.pdf
Reference54 articles.
1. [1] Terzaghi, Karl. Theoretical soil mechanics. John Wiley & sons New York (1943): 11-15.
2. [2] Patel, S., & Deb, K. (2020). Study of active earth pressure behind a vertical retaining wall subjected to rotation about the base. International Journal of Geomechanics, 20(4), 04020028.
3. [3] Abbasnezhad, A., and Sadr, Karimi, J. (2008). An experimental investigation into the arching effect in fine sand.
4. [4] Li, Z. W., & Yang, X. L. (2018). Active earth pressure for soils with tension cracks under steady unsaturated flow conditions. Canadian Geotechnical Journal, 55(12), 1850-1859.
5. [5] Zhang, H., Chen, J., & Xu, M. (2022). The Determination of Rational Spacing of Anti-Slide Piles and Soil Pressure on Pile Sheet Based on Soil Arching Effect. Geotechnical and Geological Engineering, 40(5), 2857-2866.
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