The stressstrain state of low-head dams’ basis on stratified soil

Abstract

This article is considered stress-strain state of low-head dams’ basis on stratified soil. The peculiarities of construction of low-head dams on stratified soils are resulted. The calculated model for the solution of the stress-strain state of low-head dams’ basis is resulted. The calculations of the stress-strain state of soil base under the weight of the constructions and the hydrostatic pressure of water the upstream dam are established.

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Identifiers

DOI

10.35688/2413-8452-2016-03-001

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