DIMENSIONING HETEROGENEOUS SEDIMENTARY FUNNEL BASE FROM THE ACTION OF EXTERNAL LOADS TAKING INTO ACCOUNT SUBSIDENCE OF THE SOIL BY FINITE ELEMENT METHOD

Authors

  • Riskulov Khashim Artikbaevich Candidate of technical sciences, docent of the Almalyk branch of I.A.Karimov Tashstu

DOI:

https://doi.org/10.51699/mjssh.v1i4.163

Keywords:

Subsidence loess soils, sedimentary funnel, heterogeneous two-layer bases, distribution capacity of the bases

Abstract

The object of the research is to develop a method for calculating the distribution capacity of inhomogeneous bases, taking into account the drawdown by the finite element method

References

Ryskulov H.A. "Mutual influence of foundations on foundations that include water-saturated loesses" Dissertation of the candidate of technical sciences, T., 1993, 150 p.

Konovalov P.A., Fintushel A.J., Ryskulov H.A. "Determination of the nature of surface subsidence from external loading on the base, a folded collapsible soils". SB. works of NIIOSP. No. 88 "Foundations and foundations on structurally unstable soils", Moscow, 1987, 42-48 pp.

Riskulov H.A., Dzhumaev K.M. "Mutual Influence of tape foundations on weak water-saturated loess soils". Book 2 "Theory and methods of calculation of foundations and foundations", Part 1, Barnaul, 1990.

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Published

2022-05-27

How to Cite

Artikbaevich, R. K. (2022). DIMENSIONING HETEROGENEOUS SEDIMENTARY FUNNEL BASE FROM THE ACTION OF EXTERNAL LOADS TAKING INTO ACCOUNT SUBSIDENCE OF THE SOIL BY FINITE ELEMENT METHOD. Modern Journal of Social Sciences and Humanities, 1(4), 438–443. https://doi.org/10.51699/mjssh.v1i4.163

Issue

Vol. 1 No. 4 (2022): May

Section

Articles