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Designs of pile foundations of buildings constructed in seismic areas

  • Construction Under Special Soil Conditions
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Soil Mechanics and Foundation Engineering Aims and scope

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Literature cited

  1. Yu. G. Trofimenkov, "Design of foundations with consideration of seismic conditions in Japan," Osn. Fundam. Mekh. Gruntov, No. 3 (1966).

  2. Yu. G. Trofimenkov, A. A. Dobrovol'skii, and R. E. Khanin, "The Tashkent earthquake and some conclusions for future construction," in: Materials on the Design of Complex Foundations and Bases and Surveys. Collection of Works [in Russian], TsBTI, Moscow, No. 7 (1967).

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  3. Yu. G. Trofimenkov, A. I. Mikhal'chuk, A. A. Benediktov, A. A. Obodovskii, and R. E. Khanin, "Certain problems related to the design and construction of buildings and structures on pile foundations in seismic areas (based on materials of Soviet and foreign experience)," in: Materials on the Design of Complex Foundations and Bases and Surveys. Collection of Works [in Russian], TsBTI, Moscow, No. 8 (1968).

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  4. R. E. Khanin, "Experience in the design and construction of reinforced-concrete sectional hollow round piles and cylinder piles," Osn. Fundam. Mekh. Gruntov, No. 4 (1973).

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State Institute for the Design of Bases and Foundations (Fundamentproekt). Translated from Osnovaniya, Fundamenty i Mekhanika Gruntov, No. 1, pp. 15–18, January–February, 1980.

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Khanin, R.E. Designs of pile foundations of buildings constructed in seismic areas. Soil Mech Found Eng 17, 20–25 (1980). https://doi.org/10.1007/BF01711752

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  • DOI: https://doi.org/10.1007/BF01711752

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