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Soil beds of high-rise buildings

  • Soil Mechanics
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Soil Mechanics and Foundation Engineering Aims and scope

Methods employed to investigate and determine design parameters of the soil beds of high-rise buildings are examined.

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References

  1. Moscow City Building Code 4.19-2005. Temporary Standards and Rules for the Design of Multifunctional High-Rise Buildings and Building Complexes in the City of Moscow [in Russian].

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Authors and Affiliations

  1. Moscow State Civil-Engineering University, Moscow, Russia

    Z. G. Ter-Martirosyan & A. Z. Ter-Martirosyan

Authors
  1. Z. G. Ter-Martirosyan
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  2. A. Z. Ter-Martirosyan
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FROM THE EDITORIAL OFFICE

The annual Gersevanov lectures, which are devoted to laboratory and field methods of soil investigations, was convened in April 2009. The following special lectures were read within the framework of the readings: Dr. Tom Lunne (Norway) − Recovery of specimens and laboratory tests of soft clays for acquisition of design parameters; Dr. John Powell (Great Britain − probing and geotechnical practice; Roger Frank (France) −Foundation design based on data derived from Menard pressiometer tests (MPT); Yu. K. Zaretskii (Russia) − Some problems of noncohesive-soil mechanics; Ter-Martirosyan (Russia) − Bed soils of high-rise buildings; and, E. N. Bellendir (Russia) − field and laboratory methods of soil investigations. In this issue of the journal, we are commencing publication of reading materials from a paper submitted by Z. G. Ter-Martirosyan.

Translated from Osnovaniya, Fundamenty i Mekhanika Gruntov, No. 5, pp. 2–12, September–October, 2009.

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Ter-Martirosyan, Z.G., Ter-Martirosyan, A.Z. Soil beds of high-rise buildings. Soil Mech Found Eng 46, 165–179 (2009). https://doi.org/10.1007/s11204-009-9067-7

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  • DOI: https://doi.org/10.1007/s11204-009-9067-7

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