Zobrazeno 1 - 10
of 14
pro vyhledávání: '"Karim Sultanov"'
Publikováno v:
Инженерно-строительный журнал, Vol 85, Iss 1, Pp 74-94 (2019)
Mechanical characteristics of soil under static and dynamic strains are determined experimentally. Their accuracy and reliability depends on quasi-static nature of strain process in soil. The independence of experimental results on the wave processes
Externí odkaz:
https://doaj.org/article/da1db22fb18d4bcfa5f6102fb1c26c97
Publikováno v:
INTERNATIONAL CONFERENCE ON ACTUAL PROBLEMS OF APPLIED MECHANICS - APAM-2021.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::22ad8eb98705ddbe9ebd728e61c18163
https://doi.org/10.1063/5.0118430
https://doi.org/10.1063/5.0118430
Autor:
Karim Sultanov, Sabida Ismoilova
Publikováno v:
INTERNATIONAL CONFERENCE ON ACTUAL PROBLEMS OF APPLIED MECHANICS - APAM-2021.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::045b8a3d96836b94b8f4da68c3bb541d
https://doi.org/10.1063/5.0118426
https://doi.org/10.1063/5.0118426
Autor:
Karim Sultanov
Publikováno v:
INTERNATIONAL CONFERENCE ON ACTUAL PROBLEMS OF APPLIED MECHANICS - APAM-2021.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::97a992594acebfcbc2cb08d008a6f657
https://doi.org/10.1063/5.0118423
https://doi.org/10.1063/5.0118423
Autor:
Ismailova Sabida, Karim Sultanov
Publikováno v:
Mechanics of Solids. 50:578-590
We present the results of quasistatic extension tests for a cotton thread until break. The obtained nonlinear dependence of the tensile force on the thread strain in elongation are used to construct the laws of nonlinear deformation of cotton threads
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::7d2d260aa628d0fa356538fe099a5714
https://doi.org/10.3103/s002565441505009x
https://doi.org/10.3103/s002565441505009x
Autor:
Bakhtiyar Khusanov, Karim Sultanov
Publikováno v:
Soil Mechanics and Foundation Engineering. 39:81-84
Results are presented for numerical solutions of the nonunidimensional problem of determining the slump-type deformations of a soil mass subject to uniform wetting. An equation that we developed for the state of the soil, which accounts for variation
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::9d740e3a167e7e1c91eecd57b72f055a
https://doi.org/10.1023/a:1020329100803
https://doi.org/10.1023/a:1020329100803
Autor:
Karim Sultanov
Publikováno v:
Journal of Applied Mathematics and Mechanics. 66:115-122
Some mechanisms by which longitudinal waves are attenuated in non-linear viscoelastic media, whose equation of state takes into account the presence of structural changes, are demonstrated. It is shown that the degree of attenuation of a longitudinal
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::4204efe733ef3188dde15467c9aa7af0
https://doi.org/10.1016/s0021-8928(02)00015-1
https://doi.org/10.1016/s0021-8928(02)00015-1
Autor:
Bakhtiyar Khusanov, Karim Sultanov
Publikováno v:
Soil Mechanics and Foundation Engineering. 38:80-86
Equations of state of soils prone to slump-type settlement, which take into account the degree of wetting in the initial stage, are developed on the basis of familiar models of the deformation of continua. Moreover, parameters characterizing the stre
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::369f8a2bee5f376ad3b50c0da3bc0c89
https://doi.org/10.1023/a:1017942731297
https://doi.org/10.1023/a:1017942731297
Autor:
Karim Sultanov
Publikováno v:
International Applied Mechanics. 29:217-223
Experimental studies have established that the shear interaction of underground structures with soil is influenced by the physicomechanical properties of the soil, the roughness of the structure-soil contact surface, the contact pressure normal to th
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::c284bafff0e58b0e1dfc09752a420277
https://doi.org/10.1007/bf00847001
https://doi.org/10.1007/bf00847001
Autor:
Karim Sultanov
Publikováno v:
Journal of Applied Mechanics and Technical Physics. 34:37-44
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::142357971c88836b2e59442952b9e8c3
https://doi.org/10.1007/bf00851803
https://doi.org/10.1007/bf00851803