Abstract
Results of complex experimental investigations are cited, and quantitative relationships between the soil's resistance against the lower end and lateral surface of pyramidal-prismatic piles are derived; this was the basis of a proposed method of calculation using equations that are given in Construction Rules and Regulations 2.02.03-85.
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References
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Yu. N. Kozakov, N. F. Bulankin, O. P. Medvedeva, et al., “Use of pyramidal-prismatic piles,” in: Progressive Types of Foundations in Eastern Siberia and the Far East and Means of Their Implementation [in Russian], Vladivostok (1988), pp. 7–12.
Yu. N. Kozakov, O. P. Medvedeva, and N. F. Bulankin, “Characteristic features of the performance of composite pyramidal-prismatic piles,” Osn., Fundam. Mekh. Gruntov, No. 1, 16–18 (1994).
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Translated from Osnovaniya, Fundamenty i Mekhanika Gruntov, No. 5, pp. 6–9, September–October, 1997.
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Medvedeva, O.P., Bulankin, N.F. Engineering method of calculating pyramidal-prismatic piles under an impressing load. Soil Mech Found Eng 34, 144–149 (1997). https://doi.org/10.1007/BF02465950
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DOI: https://doi.org/10.1007/BF02465950