Deformation of a locally sealed nonlinearly-deformed basis of RPT-pile of minimum materiality under the predetermined load
Abstract
Using the method of numerical and analytical analysis conditions for constructing a RPT-pile of a minimum material capacity for a given load is considered.
About the Authors
V. E. Bykhovtsev
Gomel state university named after F. Scorina
Belarus
V. S. Smorodin
Gomel state university named after F. Scorina
Belarus
Y. D. Bondareva
Gomel state university named after F. Scorina
Belarus
References
1. Bykhovtsev V.E., Smorodin V.S., Prokopenko D.V. Metodika rascheta po predel'nym sostoyaniyam svai, ustroennykh s primeneniem razryadno-impul'snoi tekhnologii // Dokl. BGUIR. 2016. № 8 (102). S. 71-75.
2. Zhuravkov M.A. Matematicheskoe modelirovanie deformatsionnykh protsessov v tverdykh deformiruemykh sredakh. Minsk: BGU, 2002. 456 s.
3. Bykhovtsev V.E. Komp'yuternoe ob"ektno-orientirovannoe modelirovanie nelineinykh sistem deformiruemykh tverdykh tel. Gomel': UO «GGU im. F. Skoriny». 2007. 219 s.
For citations:
Bykhovtsev V.E.,
Smorodin V.S.,
Bondareva Y.D.
Deformation of a locally sealed nonlinearly-deformed basis of RPT-pile of minimum materiality under the predetermined load. Doklady BGUIR. 2018;(1):51-56.
(In Russ.)
Views:
432