Influence of Soil Backfill on the Sides of the Pipe on its Strength
loading.default
item.page.files
item.page.date
item.page.authors
item.page.journal-title
item.page.journal-issn
item.page.volume-title
item.page.publisher
Scientific Trends
item.page.abstract
The purpose of the article is to study the stress-strain state of rigid underground pipes under various laying and loading conditions. Here attention is paid to testing pipes using a two-force scheme in underground conditions.