Skip to main content
SpringerLink
Log in

Computational Models of a System Comprising a Building and an Extremely Thick Loess Bed Prone to Slump-Type Settlement

  • Published:
Soil Mechanics and Foundation Engineering Aims and scope

Abstract

Results are presented for research, on the basis of which computational models are proposed for a “building/loess-bed” system with no conventional cone of wetting and slump-type settlement of the soil for the two-stage design of buildings with bearing walls; this appreciably simplifies the computational model previously proposed by the author.

This is a preview of subscription content, log in via an institution to check access.

Access this article

Log in via an institution

Price excludes VAT (USA)
Tax calculation will be finalised during checkout.

Instant access to the full article PDF.

Institutional subscriptions

Similar content being viewed by others

REFERENCES

  1. V. P. Anan'ev, Engineering Reclamation of Loess Soils [in Russian], Rostovskogo Universiteta, Rostov-na Donu (1976).

    Google Scholar 

  2. A. S. Buslov and V. A. Mezherovskii, “Refinement of design solutions for buildings erected on loess soils,” Proekt. Inzh. Izysk., No. 4, 21-22 (1990).

    Google Scholar 

  3. V. A. Mezherovskii, “Propagation of moisture and development of slump-type deformations in the loess foundation bed of a building,” Osn., Fundam. Mekh. Gruntov, No. 1, 20-22 (1998).

  4. V. A. Mezherovskii, U. M. Mardanov, and N. A. Ponomareva, “Investigation of the performance of a system comprised of a loess foundation bed prone to slump-type settlement and a building,” Izv. Vuzov. Stroit. Arkhit., No. 12, 13-17 (1990).

    Google Scholar 

  5. V. A. Mezherovskii, “New computational schemes for a “building/foundation-bed” system in loess soils prone to slump-type settlement,” Osn., Fundam. Mekh. Gruntov, No. 6, 19-22 (1993).

  6. S. N. Klepikov, Analysis of Buildings and Structures on Soils Prone to Slump-type Settlement [in Russian], Budivel'nik, Kiev (1987).

    Google Scholar 

  7. Construction Rule And Regulation 2.02.01-83, Foundation Beds of Buildings And Structures [in Russian].

Download references

Author information

Authors and Affiliations

  1. Samarkand Architectural and Construction Institute, USSR

    V. A. Mezherovskii

Authors
  1. V. A. Mezherovskii
    View author publications

    You can also search for this author in PubMed Google Scholar

Rights and permissions

Reprints and permissions

About this article

Cite this article

Mezherovskii, V.A. Computational Models of a System Comprising a Building and an Extremely Thick Loess Bed Prone to Slump-Type Settlement. Soil Mechanics and Foundation Engineering 38, 172–175 (2001). https://doi.org/10.1023/A:1013787713673

Download citation

  • Issue Date:

  • DOI: https://doi.org/10.1023/A:1013787713673

Search

Navigation