Numerical Analysis of Settling of Foundations of Heightened Buildings by the Modulus-Free Method-Reference-Cited by-同舟云学术

Numerical Analysis of Settling of Foundations of Heightened Buildings by the Modulus-Free Method

Published:2019-09 Issue:4 Volume:56 Page:239-245
ISSN:0038-0741
Container-title:Soil Mechanics and Foundation Engineering
language:en
Short-container-title:Soil Mech Found Eng

Author:

Utenov E. S,Zhusupbekov A. Zh.,Abdrakhmanova K. A.,Tanyrbergenova G. K.,Mukhamedzhanova A. T.

Publisher

Springer Science and Business Media LLC

Subject

General Energy,Soil Science,Ocean Engineering,Geotechnical Engineering and Engineering Geology,Water Science and Technology

Link

http://link.springer.com/content/pdf/10.1007/s11204-019-09597-4.pdf

Reference9 articles.

1. SP 5.01-102-2013. Basements of Buildings and Structures [in Russian], Astana (2015).

2. SP 22. 13330. Basements of Buildings and Structures [in Russian], Moscow (2016).

3. P. A. Konovalov, Basements and Foundations of Reconstructed Buildings, Stroiizdat, Moscow (1988).

4. B. I. Dalmatov and E. S. Utenov, "On the problem of formation of the zone of compaction of clayey soils under foundations," Mechanics of Soils, Basements, and Foundations, LISI, Leningrad (1980).

5. E. S. Utenov, Numerical Analyses of the Basements of Reconstructed Buildings, Izd. Kar.GTU, Karaganda (2013).

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