The paper presents the results of investigation of pile strip footing behavior over a karst sinkhole. Analytical decisions based on the adapted contact model of pile-subsoil interaction were obtained to evaluate the pile stiffness coefficient and maximal loads acting on the piles.
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N. Z. Gotman, "Analysis of anti-karst footings of buildings and structures," Osn. Fundam. Mekh. Gruntov, No. 1, 20-24 (2008).
I. S. Metelyuk, "An engineering method for a karst sinkhole impact on footings of frameless buildings," Stroit. Konstr., No. 42, 6-11 (1989).
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Translated from Osnovaniya, Fundamenty i Mekhanika Gruntov, No. 2, pp. 2-5, March-April, 2017.
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Gotman, N.Z., Davletyarov, D.A. Analysis of Strip Pile Footing Behavior Caused by Sinkhole Formation. Soil Mech Found Eng 54, 71–75 (2017). https://doi.org/10.1007/s11204-017-9436-6
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DOI: https://doi.org/10.1007/s11204-017-9436-6