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Use of cast-in-place piles in the foundation of a tower structure under complex soil conditions

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Soil Mechanics and Foundation Engineering Aims and scope

Abstract

Experience with the design and construction of a 70-meter metallic tower at a site with soils classed as type II in terms of proneness to slump-type settlement and foundations formed from BSS cast-in-place piles (in dry stable soils without stabilization of the walls of the holes) with holes widened at their bases is brought to light.

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  1. Privately owned joint-stock company TsNIIPSK im. Mel’nikova, Russia

    B. V. Ostroumov & R. E. Khanin

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  1. B. V. Ostroumov
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  2. R. E. Khanin
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Translated from Osnovaniya, Fundamenty i Mekhanika Gruntov, No. 5, pp. 26–29, September–October, 2006.

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Ostroumov, B.V., Khanin, R.E. Use of cast-in-place piles in the foundation of a tower structure under complex soil conditions. Soil Mech Found Eng 43, 183–187 (2006). https://doi.org/10.1007/s11204-006-0045-z

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  • DOI: https://doi.org/10.1007/s11204-006-0045-z

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