Influence Of Soil Backfill From The Sides Of The Pipe On Its Strength And Rigidity.

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Abdimuminov Erkin. , Radjabov Mansur Rustamovich. , Jamankulov Hamid Ochilovich , Elyor Safarovich Nabiev.

Abstract

The aim of the article is to study the stress-strain state of rigid underground pipes in different conditions of laying and  loading. Here attention is paid to the testing of pipes according to the scheme of two forces in underground conditions. 

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