Abstract
Results of comparative tests of prismatic and pyramidal-prismatic piles with static impressing and horizontal loads showed the prospect of using the latter, which was also confirmed by their use in a number of cities in Siberia.
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References
G. Mitkina, I. Martyushov, and S. Gladyshev, “Use of pyramidal-prismatic piles in conditions of Omsk”, in: Organization and Technology of Construction [in Russian], No. II, TsBNTI Minpromstroya SSSR, Moscow (1978). pp. 8–10.
Yu. N. Kozakov, N. F. Bulankin, V. F. Ivanov, et al., “Results of investigations of bearing capacity of efficient pile designs,” in: Bases and Foundations of Buildings and Structures in Regions of Eastern Siberia [in Russian], Krasnoyarsk (1985), pp. 53–57.
Yu. N. Kozakov, N. F. Bulankin, O. P. Medvedeva et al., “Use of pyramidal-prismatic piles,” in: Progressive Types of Foundations in Conditions of Eastern Siberia and the Far East and Ways of Introducing Them into Production [in Russian], Vladivostok (1988), pp. 7–12.
Additional information
Krasnoyarsk Construction Engineering Institute. Krasnoyarsk Design and Scientific Research Institute of Industrial Construction. Translated from Osnovaniya, Fundamenty i Mekhanika Gruntov, No. 1, pp. 16–18, January–February, 1994.
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Kozakov, Y.N., Medvedeva, O.P. & Bulankin, N.F. Investigation of peculiarities of the operation of compound pyramidal-prismatic piles. Soil Mech Found Eng 31, 20–23 (1994). https://doi.org/10.1007/BF02336650
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DOI: https://doi.org/10.1007/BF02336650