Operation of Pipe Water Transmission Structure in Interaction with Subsiding Soil

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Academic Journal Incorporations
Abstract
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As is known, in compliance with all the requirements and recommendations of regulatory documents on the design of irrigation systems on subsident soils, deformations of the foundations of structures often significantly exceed the calculated ones, which can cause loss of operational suitability of irrigation structures. The above determines the need for further study of the features of the interaction of irrigation facilities with their subsidence bases. This article is devoted to this problem, in particular, to the study of the influence of stress redistribution in the moistened subsidence bases of tubular hydraulic structures on the stress state of their elements and the stress-strain state of loess subsidence bases of hydraulic structures in the Karshi steppe.
Keywords
humidity, process, deformation, horizontal expansion, flyer, priming, pressure depth, diameter zone, stamp, border
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