The behavior of single, reinforced-concrete, bored piles in solid rock is studied. Such a foundation can be used to transfer load from surface structures and buildings through a layer of weak soils to stronger underlying hard rock. A method is proposed for calculating piles under vertical loads taking account of the particulars of the changes in the stress-strain state of the system 'pile-rock' under compressive loads.
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Translated from Osnovaniya, Fundamenty i Mekhanika Gruntov, No. 3, pp. 2-8, May-June, 2017.
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Zertsalov, M.G., Nikishkin, M.V. & Khokhlov, I.N. On the Calculation of Bored Piles Under Axial Compressive Loads in Rocky Soils. Soil Mech Found Eng 54, 143–149 (2017). https://doi.org/10.1007/s11204-017-9448-2
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DOI: https://doi.org/10.1007/s11204-017-9448-2