Abstract
Problems of interaction between a single long pile (more than 20 m) or a group of long piles as component parts of a pile foundation and soil are discussed on the basis of a new geomechanical model. The settlement of a pile or group of piles is caused primarily by shear deformations of a soil mass of limited area and depth, and also as a result of deformations of the mass beneath the lower ends of the piles.
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A. A. Bartolomei, I. M. Omel’chak, and B. S. Yushkov, Prediction of Pile-Foundation Settlement [in Russian], Stroiizdat, Moscow (1994).
Nguen Zang Nam, Determination of the settlement of a circular plate with consideration of its embedment depth, Collection of Papers Presented at the Fourth International Scientific-Practical Conference of Young Scientists, Aspirants, and Doctoral Candidates [in Russian], Moscow (2006).
Building Code 50-102-2003. Design and Installation of Pile Foundations [in Russian].
Z. G. Ter-Martirosyan, Soil Mechanics [in Russian], Moscow (2005).
S. B. Ukhov, V. V. Semenov, V. V. Znamenskii, Z. G. Ter-Martirosyan, and S. N. Chernyshev, Mechanics of Soils, Beds, and Foundations [in Russian], Izdatel’stvo ASV, Moscow (2004).
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Translated from Osnovaniya, Fundamenty i Mekhanika Gruntov, No. 2, pp. 2–7, March–April, 2007.
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Ter-Martirosyan, Z.G., Nam, D.K. & Nam, N.Z. Interaction between pile foundation and soil. Soil Mech Found Eng 44, 39–47 (2007). https://doi.org/10.1007/s11204-007-0007-0
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DOI: https://doi.org/10.1007/s11204-007-0007-0