A method of analyzing the reinforcement of a soil mass under design, which is based on the concept of a cohesion deficit in the soil is proposed. The strength of the reinforcing elements is determined at points of their intersection with the critical slip line, while the length is established from the position of the line bending around the virtual zone of collapse. A fish net is considered.
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Translated from Osnovaniya, Fundamenty i Mekhanika Gruntov, No. 5, pp. 20–24, September–October, 2010.
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Barvashov, V.A., Iovlev, I.M. Method of analysis for reinforced soil masses. Soil Mech Found Eng 47, 189–196 (2010). https://doi.org/10.1007/s11204-010-9108-2
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DOI: https://doi.org/10.1007/s11204-010-9108-2