Zobrazeno 1 - 10
of 53
pro vyhledávání: '"Yu. K. Zaretskii"'
Autor:
Yu. K. Zaretskii
Publikováno v:
Soil Mechanics and Foundation Engineering. 47:175-179
S. S. Vyalov’s contribution to the development and evolution of the kinematic theory of the strength and creep of soils, and also the thermodynamic approach to nonlinear frozen-soil mechanics is examined.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::5670d010226c082780afa1bb5f03d28e
https://doi.org/10.1007/s11204-010-9106-4
https://doi.org/10.1007/s11204-010-9106-4
Autor:
Yu. K. Zaretskii, V. F. Korchevskii
Publikováno v:
Power Technology and Engineering. 42:144-151
Historically, two alternate schemes of a crossing of Nevel’skogo Strait have been considered for the Selikhin – Nysh Railroad between the mainland and Sakhalin Island, which is now under design: tunnel and bridge. Considering the high seismicity
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::a1970508c64035d4b1b6bd7e73a11f67
https://doi.org/10.1007/s10749-008-0028-5
https://doi.org/10.1007/s10749-008-0028-5
Autor:
Yu. K. Zaretskii, M. I. Karabaev
Publikováno v:
Soil Mechanics and Foundation Engineering. 42:1-8
A mathematical model is presented for contact friction; this model is used in analyzing the stress-strain state of block structures consisting of elastically deformable blocks separated by contact layers. Results of analyses and tests are compared fo
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::fc1ea008088918aada69f1a92a93aad8
https://doi.org/10.1007/s11204-005-0014-y
https://doi.org/10.1007/s11204-005-0014-y
Autor:
M. I. Karabaev, Yu. K. Zaretskii
Publikováno v:
Soil Mechanics and Foundation Engineering. 41:125-132
A procedure is proposed for the computational modeling of the driving of a deep tunnel by a tunnel-boring machine (TBM) with an active surcharge on the face, which is realized in the “GEO-MIGG” program. Basic factors affecting the stress-strain s
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::3e1bb0d127bdf60fd08a0dd2328e8436
https://doi.org/10.1023/b:smaf.0000046044.34812.0c
https://doi.org/10.1023/b:smaf.0000046044.34812.0c
Publikováno v:
Soil Mechanics and Foundation Engineering. 41:45-51
Results are cited for analytical prediction of the influence exerted on surrounding buildings and structures by the construction of a shallow tunnel installed by the open-pit method. Two sections of the route along the third transportation beltway in
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::c9c73a760a3a3d5a406e5b2629c7df84
https://doi.org/10.1023/b:smaf.0000030892.72771.36
https://doi.org/10.1023/b:smaf.0000030892.72771.36
Publikováno v:
Power Technology and Engineering. 37:232-236
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::d3ab401e37808f5c691c9992f6de307f
https://doi.org/10.1023/a:1026381806369
https://doi.org/10.1023/a:1026381806369
Autor:
Yu. K. Zaretskii
Publikováno v:
Soil Mechanics and Foundation Engineering. 40:75-84
A new approach to analysis of structures and foundation beds on the basis of limiting states, which takes into account modern potentials of geotechnics and computational mathematics, is presented. Basic problems that arise during implementation of th
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::854605cd54ad37edf7b0ef92829aa311
https://doi.org/10.1023/a:1025454622160
https://doi.org/10.1023/a:1025454622160
Publikováno v:
Power Technology and Engineering. 37:161-166
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::4f382c8971d1f5aa28835f5ea89e11ab
https://doi.org/10.1023/a:1025682101823
https://doi.org/10.1023/a:1025682101823
Autor:
Yu. K. Zaretskii
Publikováno v:
Soil Mechanics and Foundation Engineering. 39:193-201
A unified failure criterion for geomaterials is examined in the development of Davydenkov-Fridman ideas. Experimental data are presented for a broad range of geomaterials (from water and ice to concrete and natural stone materials; these data confirm
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::a809ebf538b078ab905ecc49ac26c2f2
https://doi.org/10.1023/a:1022532704638
https://doi.org/10.1023/a:1022532704638
Autor:
Yu. K. Zaretskii
Publikováno v:
Soil Mechanics and Foundation Engineering. 38:183-188
Papers addressed in the lectures are reviewed. The possibility of using modern methods of defining the stress-strain state (SSS) is demonstrated for the evaluation of slope stability. A single algorithm permitting analysis of the SSS is proposed for
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::ad00a25ca54f746352f47b4d1ce08224
https://doi.org/10.1023/a:1014346211335
https://doi.org/10.1023/a:1014346211335