The Foundation Pit Deep Site Ground State Design Modelling

George V. Degtyarev; Dmitry A. Datsjo; Dmitriy A. Vysokovsky; Michael S. Turko

doi:10.4028/www.scientific.net/MSF.931.396

Paper Titles

Identification of Concrete Properties in Beam-Type Structures with Defects Based on Dynamic Methods
p.373

Strengthening of Reinforced Concrete Beams by Carbon Fiber Composites
p.379

Estimation of Factors of Aggressive Influence and Corrosion Wear of Underground Structures
p.385

Determination of the Optimal Parameters of the Array Stabilized by the Spatial Structural Reinforced Elements
p.391

The Foundation Pit Deep Site Ground State Design Modelling
p.396

Multi-Purpose Forming System for Strengthening Structural Elements of Buildings and Works
p.405

Development of a Quickly Erectable Prefabricated Collapsible Construction System for Temporary Accommodation
p.411

Statistical Modeling for Assessment of Dipper Stick Service Life
p.417

A Driving-Gear Dynamic Analysis
p.422

HomeMaterials Science ForumMaterials Science Forum Vol. 931The Foundation Pit Deep Site Ground State Design...

The Foundation Pit Deep Site Ground State Design Modelling

Abstract:

Numerical modelling of the ground, based on the application of the MIDAS GTX NX multifunctional software complex has been carried out by constructing a computational model with analysis of physical and mechanical properties and nonlinear behaviour of engineering-geological elements.

You might also be interested in these eBooks

Materials and Technologies in Construction and Architecture

View Preview

Info:

Periodical:

Materials Science Forum (Volume 931)

Pages:

396-401

DOI:

https://doi.org/10.4028/www.scientific.net/MSF.931.396

Citation:

Cite this paper

Online since:

September 2018

Authors:

George V. Degtyarev*, Dmitry A. Datsjo, Dmitriy A. Vysokovsky, Michael S. Turko

Keywords:

Enclosing Sheeting, Engineering-Geological Elements, Mathematical Modelling, Software Complex

Export:

RIS, BibTeX

Price:

Permissions CCC:

Request Permissions

Permissions PLS:

Request Permissions

Сopyright:

Citation:

* - Corresponding Author

References

[1] G.V. Degtyarev, D.A. Datsjo, Peculiarities of calculating the slab of a coating as a bearing base, Proceedings of the Kuban State Agrarian University. 5 (62) (2016) 157-165.

Google Scholar

[2] O.G. Degtyareva, D.A. Datsjo, G.V. Degtyarev, A.D. Gumbarov, Modelling of settling of a slab foundation of a low-pressure dam in the SAE system, Proceedings of the Kuban State Agrarian University. 1 (64) (2017) 221 - 226.

Google Scholar

[3] A. S. Chepurnenko, V.V. Ulianskaya, S.B. Yazyev, I.M. Zotov, Calculation of wooden beams on the stability of a flat bending shape enhancement, MATEC Web of Conferences. 196 (2018) 01003.

DOI: 10.1051/matecconf/201819601003

Google Scholar

[4] V. I. Andreev, A. S. Chepurnenko, B. M. Yazyev, Energy method in the calculation stability of compressed polymer rods considering creep, Advanced Materials Research. 1004-1005 (2014) 257-260.

DOI: 10.4028/www.scientific.net/amr.1004-1005.257

Google Scholar

[5] O.G. Degtyareva, S. Yu. Naidenov, T.I. Safronova, G. V. Degtyarev, Numerical method of variant design of the pool basin and its technical and economic assessment, Proceedings of the Kuban State Agrarian University. 6(69) (2017) 303-308.

DOI: 10.21515/1999-1703-69-303-308

Google Scholar

[6] V. I. Andreev, A. S. Chepurnenko, B. M. Yazyev, Model of equal-stressed cylinder based on the Mohr failure criterion, Advanced Materials Research. 887-888 (2014) 869-872.

DOI: 10.4028/www.scientific.net/amr.887-888.869

Google Scholar

[7] A.S. Chepurnenko, A.V. Saibel, B.M. Yazyev, Determination of the Breaking Load for Concrete Slabs Based on the Deformation Theory of Plasticity, Procedia Engineering. 150 (2016) 1694–1700.

DOI: 10.1016/j.proeng.2016.07.157

Google Scholar

[8] A.A. Veremeenko, A.S. Chepurnenko, P.A. Shvetsov, L. A. Zorchenko and S.B. Yazyev, Finite-element modeling of loading of spring from an orthotropic material, IOP Conference Series: Earth and Environmental Science. 90 (2017) 1-6.

DOI: 10.1088/1755-1315/90/1/012099

Google Scholar