Sediments foundation bases under long-term regime loading-Reference-Cited by-同舟云学术

Sediments foundation bases under long-term regime loading

Published:2016 Issue:39 Volume:2 Page:1398-1401
ISSN:2188-8027
Container-title:Japanese Geotechnical Society Special Publication
language:en
Short-container-title:JGS Special Publication

Author:

Mirsayapov Ilizar T.¹,Koroleva Irina V.¹

Affiliation:

1. Department of bases, foundations, dynamics of buildings and engineering geology, Kazan State University of Architecture and Engineering

Publisher

The Japanese Geotechnical Society

Subject

General Computer Science

Link

https://www.jstage.jst.go.jp/article/jgssp/2/39/2_KAZ-17/_pdf

Reference3 articles.

1. 1) Mirsayapov, I.T. and Koroleva, I.V. (2011a): Physic and mechanical properties of clay soils on long triaxial compression, Bulletin of Civil Engineers, No. 1(26), 82 – 87.

2. 2) Mirsayapov, I.T. and Koroleva, I.V. (2011b): Calculation model of long nonlinear deformation of clay soils under complex stress state, News of the KSUAE, No. 2 (16), 121-128.

3. 3) Mirsayapov I.T. and Koroleva I.V. (2011c): Prediction of deformation of foundations taking into account the long-term non-linear deformation of soil, Soil Mechanics and Foundation Engineering, No. 4, 16-23.

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