An assessment of stress-strain state of earth dams with account of elastic-plastic, moist properties of soil and large strains | Zendy

Mirziyod Mirsaidov | Zendy; T.Z. Sultanov | Zendy; Sh.A. Sadullaev | Zendy

Open Access

An assessment of stress-strain state of earth dams with account of elastic-plastic, moist properties of soil and large strains

Author(s) -

Mirziyod Mirsaidov,

T.Z. Sultanov,

Sh.A. Sadullaev

Publication year - 2013

Publication title -

magazine of civil engineering

Language(s) - English

Resource type - Journals

eISSN - 2071-4726

pISSN - 2071-0305

DOI - 10.5862/mce.40.7

Subject(s) - stress–strain curve , strain (injury) , geotechnical engineering , stress (linguistics) , materials science , geology , environmental science , composite material , deformation (meteorology) , biology , anatomy , linguistics , philosophy

Mathematical statement, methods and algorithms of assessment of stress-strain state of earth dams with account of elastic-plastic, moist properties of soil and finite strain, structural heterogeneity of structures under static effects, are presented in the paper. Stress-strain state of three erected structurally heterogeneous earth dams of different heights was studied with account of elastic-plastic, moist properties of soil and large strains in a structure. In the process of investigation it was revealed, that an account of elastic-plastic properties and moisture content of soil, as well as large strains and heterogeneity of a structure, qualitatively and quantitatively vary the state of high earth dams, increasing arch effect for vertical stresses and horizontal stresses in the base of a dam, changing stress state of a structure on the whole and bringing the drop in pressure on the contacts of different parts of a structure

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