Maqola

Calculation of pipeline branches with considering nonlinearity of elastic base

T. K. OstonovFinl. Uzbek Pedagogical Institute, 166, prospect Spitamen, 140100, Samarkand, UzbekistanSh. N. ShukurovFinl. Uzbek Pedagogical Institute, 166, prospect Spitamen, 140100, Samarkand, UzbekistanN. NaxalboyevFinl. Uzbek Pedagogical Institute, 166, prospect Spitamen, 140100, Samarkand, UzbekistanN. JalilovFinl. Uzbek Pedagogical Institute, 166, prospect Spitamen, 140100, Samarkand, UzbekistanZ. JurayevaFinl. Uzbek Pedagogical Institute, 166, prospect Spitamen, 140100, Samarkand, UzbekistanS.T. ErkinovKarshi engineering-economics institute, 225, Mustakillik ave, 180100, Karshi, Uzbekistan

E3S Web of Conferencesjournal2023en

ABI

Annotatsiya

When calculating systems on an elastic foundation, the generalized Reissner-Vlasov-Filomenko-Borodich model is traditionally used. Such models are acceptable for small displacements. For large displacements, there are some deviations from reality. The article discusses the calculation of the deformation of an underground pipeline laid on saline soil, corresponding to a nonlinear elastic foundation using a nonlinear model of the type [1], taking into account these shortcomings.

Mavzular

Engineering and Agricultural Innovations Geotechnical and Geomechanical Engineering Coal Combustion and Slurry Processing

Identifikatorlar

DOI: 10.1051/e3sconf/202341005027

Iqtiboslar va manbalar

0 ta iqtibos11 ta foydalanilgan manba

Koʻrsatkichlar — AkademScholar · Tez orada