Konferensiya materiali
AIP Conference Proceedings, 2026, Vol. 3405, pp. 440001
Fizika-matematika fanlari doktori, professor
Sultanov Karim Sultanoviç
Laboratoriya mudiri — Deformatsiyalanuvçan jismlar va muhitlar mexanikasi laboratoriyasi
- Qabul kunlari:
- Duşanba – juma, 09:00 – 17:00
- Iş telefoni:
- +998 71 262-71-32, +998 71 262-71-52
- Elektron poçta:
- [email protected]
Qisqaça tarjimai hol
ÖzR FA M.T. Örozboev nomidagi Mexanika va inşootlar seysmik mustahkamligi instituti direktori (2021-yildan hozirgi vaqtgaça).
Deformatsiyalanuvçan qattiq jism mexanikasi, yer osti inşootlarining seysmik mustaxkamligi, gruntlar dinamikasi, iplar mexanikasi sohalarida ilmiy faoliyat olib borayotgan olim.
Sultanov Karim Sultanoviç Toşkent politexnika institutini (1971) va Toşkent davlat universitetini tamomlagan (1986). Ixtisosligi injener - mexanik va matematik. 1971 yildan boşlab ÖzR FA Mexanika va inşootlar seysmik mustaxkamligi institutida işlaydi. Nomzodlik dissertatsiyasini (1977) va doktorlik dissertatsiyasini (1992) 01.02.04 – «Deformatsiyalanuvçan qattiq jism mexanikasi» ixtisosligi böyiça M.V. Lomonosov nomli Moskva davlat universitetida yoqlagan.
Uning ilmiy işlari natijalari 2 ta monografiyada, 300 dan ortiq ilmiy maqolalarda, ulardan 130 tasi ilmiy jurnallarda, şundan 40 tasi nufuzli çet el ilmiy jurnallarida, 90 dan ortiq maqolalar ilmiy töplamlarda, simpoziumlar, xalqaro va respublika konferentsiyalari materiallarida naşr qilingan. Uning ilmiy raxbarligi ostida 5 ta doktorlik va 11 ta nomzodlik dissertatsiyalari yoqlangan.
Deformatsiyalanuvçan qattiq jism mexanikasi, yer osti inşootlarining seysmik mustaxkamligi, gruntlar dinamikasi, iplar mexanikasi sohalarida ilmiy faoliyat olib borayotgan olim.
Sultanov Karim Sultanoviç Toşkent politexnika institutini (1971) va Toşkent davlat universitetini tamomlagan (1986). Ixtisosligi injener - mexanik va matematik. 1971 yildan boşlab ÖzR FA Mexanika va inşootlar seysmik mustaxkamligi institutida işlaydi. Nomzodlik dissertatsiyasini (1977) va doktorlik dissertatsiyasini (1992) 01.02.04 – «Deformatsiyalanuvçan qattiq jism mexanikasi» ixtisosligi böyiça M.V. Lomonosov nomli Moskva davlat universitetida yoqlagan.
Uning ilmiy işlari natijalari 2 ta monografiyada, 300 dan ortiq ilmiy maqolalarda, ulardan 130 tasi ilmiy jurnallarda, şundan 40 tasi nufuzli çet el ilmiy jurnallarida, 90 dan ortiq maqolalar ilmiy töplamlarda, simpoziumlar, xalqaro va respublika konferentsiyalari materiallarida naşr qilingan. Uning ilmiy raxbarligi ostida 5 ta doktorlik va 11 ta nomzodlik dissertatsiyalari yoqlangan.
Ilmiy körsatkiçlar
- Naşrlar
- 68
- Iqtiboslar
- 179
- h-index
- 9
- i10-index
- 8
- Ilmiy loyihalar
- 1
Ilmiy işlar
Maqola
Международный научный журнал «Инженер», 2026, Vol. 1, No. 1, pp. 8-12
Параметры взаимодействия подземных конструкций метрополитена с грунтом при сейсмических воздействиях и методы их определения
Maqola
AIP conference proceedings, 2026, Vol. 3405, pp. 090001
Methods of assessing technical conditions of earth dams based on space monitoring data
Maqola
AIP conference proceedings, 2026, Vol. 3484, pp. 020004
Stress-state of Kizilsay earth dam under static loads
Maqola
AIP conference proceedings, 2026, Vol. 3484, pp. 050003
Soliton-Like interaction waves in underground pipelines under seismic impacts
Maqola
AIP conference proceedings, 2026, Vol. 3405, pp. 400001
Computational features of numerical solution of non–stationary wave problems for an underground pipeline under seismic impacts
Maqola
Mathematics, 2026
Impact of a Deformable Cylinder with a Rigid Barrier: A Numerical Solution
Maqola
AIP conference proceedings, 2025, Vol. 3282, pp. 030009
Numerical calculation of an earth dam under elastic-plastic strain of soil subject to seismic impacts
2 ta iqtibos
Maqola
PROBLEMS IN THE TEXTILE AND LIGHT INDUSTRY IN THE CONTEXT OF INTEGRATION OF SCIENCE AND INDUSTRY AND WAYS TO SOLVE THEM: PTLICISIWS-2, 2024
Influence of textile yarn velocity in technological processes on its strength
Maqola
Facta Universitatis, Series: Mechanical Engineering, 2024
CONTACT INTERACTION OF AN UNDERGROUND PIPELINE WITH SOIL UNDER DYNAMIC IMPACTS
6 ta iqtibos
Maqola
E3S Web of Conferences, 2023, Vol. 420, pp. 07014
RETRACTED: Dynamic behavior of earth dams under short-term semi-harmonic loads
3 ta iqtibos
Konferensiya materiali
INTERNATIONAL CONFERENCE ON ACTUAL PROBLEMS OF APPLIED MECHANICS - APAM-2021, 2022
Mechanisms of the process of underground pipelines interaction with soil
Maqola
Soil Mechanics and Foundation Engineering, 2022, Vol. 59, pp. 347 - 353
Parameters of Nonlinear Laws of Longitudinal Interaction of Underground Pipelines with Soil
2 ta iqtibos
Konferensiya materiali
INTERNATIONAL CONFERENCE ON ACTUAL PROBLEMS OF APPLIED MECHANICS - APAM-2021, 2022
Strength of the yarns at high velocities of their motion in technological processes of textile production
4 ta iqtibos
Maqola
AIP conference proceedings, 2022, Vol. 2637, pp. 030008
Calculation of earth dam strain under seismic impacts
15 ta iqtibos
Konferensiya materiali
E3S Web of Conferences, 2021
Experimental determination of cotton yarn strength at different speeds of movement obtained by various technological methods
4 ta iqtibos
Konferensiya materiali
E3S Web of Conferences, 2021
Strain characteristics of cotton yarns depending on the strain rate and methods of their manufacture
5 ta iqtibos
Maqola
Applied Sciences, 2021
Wave Theory of Seismic Resistance of Underground Pipelines
40 ta iqtibos
Maqola
Journal of Physics Conference Series, 2021, Vol. 1901, No. 1, pp. 012125
Elastic wave propagation in a cylinder with external active friction
8 ta iqtibos
Maqola
Journal "Construction of Unique Buildings and Structures", 2020, Vol. 89, pp. 8901-8901
Method for Assessing the Reliability of Earth Dams in Irrigation Systems
Maqola
DOAJ (DOAJ: Directory of Open Access Journals), 2020, Vol. 93, pp. 97-120
Strength of underground pipelines under seismic effects
18 ta iqtibos
Maqola
Journal of Physics Conference Series, 2020, Vol. 1546, No. 1, pp. 012140
Longitudinal waves in a cylinder with active external friction in a limited area
18 ta iqtibos
Konferensiya materiali
IOP Conference Series Materials Science and Engineering, 2020, Vol. 869, No. 5, pp. 052016
Shear waves around an underground pipeline
9 ta iqtibos
Konferensiya materiali
IOP Conference Series Materials Science and Engineering, 2020, Vol. 869, No. 5, pp. 052008
Underground pipeline reliability under longitudinal impact load
10 ta iqtibos
Konferensiya materiali
IOP Conference Series Materials Science and Engineering, 2020, Vol. 883, No. 1, pp. 012023
Underground pipeline strength under non-one-dimensional motion
9 ta iqtibos
Konferensiya materiali
IOP Conference Series Materials Science and Engineering, 2020, Vol. 883, No. 1, pp. 012038
Interaction of a rigid underground pipeline with elastic-viscous-plastic soil
11 ta iqtibos
Konferensiya materiali
IOP Conference Series Materials Science and Engineering, 2020, Vol. 962, No. 3, pp. 032021
Mathematical model of underground structure-soil interaction
12 ta iqtibos
Konferensiya materiali
IOP Conference Series Materials Science and Engineering, 2020, Vol. 971, No. 4, pp. 042036
Stress waves in a cylindrical body interacting with external medium
9 ta iqtibos
Maqola
Technologies & Quality, 2019, No. 3, pp. 17-21
COTTON YARN BREAKING MECHANISM UNDER STRETCHING
Maqola
Technologies & Quality, 2019, No. 4, pp. 14-19
COMPONENTS OF MATHEMATICAL MODEL OF TEXTILE YARN EXTENSION TO A BREAK IN TECHNOLOGICAL PROCESSES
Maqola
Известия Российской академии наук Механика твердого тела, 2019, No. 4, pp. 76-93
ЭКСПЕРИМЕНТАЛЬНО-ТЕОРЕТИЧЕСКИЙ МЕТОД ОПРЕДЕЛЕНИЯ МЕХАНИЧЕСКИХ ХАРАКТЕРИСТИК ГРУНТОВ ПРИ ДИНАМИЧЕСКИХ НАГРУЖЕНИЯХ
Maqola
E3S Web of Conferences, 2019, Vol. 97, pp. 04013
Variable moduli of soil strain
Maqola
E3S Web of Conferences, 2019, Vol. 97, pp. 04009
Wave processes in determining mechanical characteristics of soils
Maqola
Mechanics of Solids, 2019, Vol. 54, No. 6, pp. 915-928
Experimental and Theoretical Method for Determining Mechanical Characteristics of Soils under Dynamic Loads
15 ta iqtibos
Maqola
Izvestiya Vysshikh Uchebnykh Zavedenii, Seriya Teknologiya Tekstil'noi Promyshlennosti, 2018
Determination of the strength of the cotton yarn on the basis of nonlinear elasticviscoplastic model of deformation
Maqola
Journal of Fashion Technology & Textile Engineering, 2018
Regularities in Variation of Support Functions of Physically Nonlinear Elastic-Viscoplastic Law of Strain of Cotton Yarn.
Maqola
Irrigatsiya va Melioratsiya, 2018, pp. 39-43
STRAIN CHARACTERISTICS OF SOIL AND METHODS OF THEIR DETERMINATION
Maqola
Journal of Fashion Technology & Textile Engineering., 2017
Physically Nonlinear ElasticViscoplastic Law of Strain of Cotton Yarn under Tension to Breakage.
Maqola
Izvestiya Vysshikh Uchebnykh Zavedenii, Seriya Teknologiya Tekstil'noi Promyshlennosti, 2016
Nonlinear elastic and visco-plastic model of deformation of cotton yarn at stretching
Maqola
Izvestiya Vysshikh Uchebnykh Zavedenii, Seriya Teknologiya Tekstil'noi Promyshlennosti, 2016
Experimental regularities of deformation of the cotton yarn at stretching
Maqola
Soil Mechanics and Foundation Engineering, 2016, Vol. 53, pp. 71-77
Laws of Shear Interaction at Contact Surfaces Between Solid Bodies and Soil
20 ta iqtibos
Maqola
Mechanics of Solids, 2015, Vol. 50, pp. 578-590
Nonlinear deformation laws for composite threads in extension
10 ta iqtibos
Maqola
Journal of Applied Mathematics and Mechanics, 2015, Vol. 79, pp. 587-595
Dynamic deformation of the contact layer when there is shear interaction between a body and the soil
27 ta iqtibos
Maqola
Mechanics of Solids, 2014, Vol. 49, pp. 349 - 359
Waves in a viscoelastic bar surrounded by soils under smooth loading
14 ta iqtibos
Maqola
Gornyi Zhurnal, 2013
Definition of dynamic loads on conveyor bearing edge of Muruntau open pit
Maqola
Vestnik of Lobachevsky State University of Nizhni Novgorod Series Social Sciences, 2011
Упругопластическое деформирование горной породы при интенсивных нагружениях
Maqola
Osnovaniya, Fundamenty i Mekhanika Gruntov, 2002
Estimate of subsidence of nonlinear deformable soil massif while moistening
Maqola
Prikladnaya Matematika i Mekhanika, 2002
Damping of longitudinal waves in non-linear visco-elastic media
Maqola
Soil Mechanics and Foundation Engineering, 2002, Vol. 39, pp. 81-84
Determination of the Slump-Type Settlement of a Nonlinearly Deformable Soil Mass during Wetting
11 ta iqtibos
Maqola
Journal of Applied Mathematics and Mechanics, 2002, Vol. 66, pp. 115-122
The attenuation of longitudinal waves in non-linear viscoelastic media
15 ta iqtibos
Maqola
Osnovaniya, Fundamenty i Mekhanika Gruntov, 2001
Slump-type soils statement equations with moistening consideration
Maqola
Soil Mechanics and Foundation Engineering, 2001, Vol. 38, pp. 80-86
State Equations for Soils Prone to Slump-Type Settlement with Allowance for Degree of Wetting
16 ta iqtibos
Maqola
Prikladnaya Matematika i Mekhanika, 1998
Non-linear law of deformation of soft soils
Maqola
Journal of Applied Mathematics and Mechanics, 1998, Vol. 62, pp. 465-472
A non-linear law of the deformation of soft soils
20 ta iqtibos
Maqola
Chemistry of Natural Compounds, 1998, Vol. 34, No. 2, pp. 175-178
Interpretation of the physical structure of cellulose from the ESR spectrum of a gamma-irradiated preparation
1 ta iqtibos
Maqola
Chemistry of Natural Compounds, 1996, Vol. 32, No. 4, pp. 570-576
Mechanism of the radiolytic transformations of cellulose 1. Formation and transformation of radicals
4 ta iqtibos
Maqola
Chemistry of Natural Compounds, 1996, Vol. 32, No. 6, pp. 900-904
Mechanism of the radiolytic transformation of cellulose
4 ta iqtibos
Maqola
Prikladnaya Mekhanika, 1993
Regularities of interaction of underground construction with the ground
Maqola
Journal of Applied Mechanics and Technical Physics, 1993, Vol. 34, pp. 37-44
Mathematical model of interaction of solid bodies with soil upon their relative displacement
7 ta iqtibos
Maqola
International Applied Mechanics, 1993, Vol. 29, pp. 217-223
Laws governing the interaction of underground structures with soll during their relative displacement
9 ta iqtibos
Maqola
1991, Vol. 32, No. 4, pp. 296-299
Alkoxyl radicals in γ-irradiated cellulose as a probe of physical structure of specimen
Maqola
Soviet Mining, 1986, Vol. 22, pp. 50-55
Experimental investigations of the law governing longitudinal interaction between elongated underground structures and the soil
3 ta iqtibos
Maqola
Journal of Applied Mechanics and Technical Physics, 1984, Vol. 25, pp. 790-795
Longitudinal wave propagation in a viscoelastic semispace including an absorbing layer
1 ta iqtibos
Maqola
Journal of Applied Mechanics and Technical Physics, 1978, Vol. 19, pp. 509-515
Wave-barrier interaction in a viscoplastic medium
1 ta iqtibos
Maqola
Combustion, Explosion and Shock Waves, 1977, Vol. 13, pp. 539-543
Interaction between a wave and an obstacle taking into account the volume viscosity of soil
Maqola
Journal of Applied Mechanics and Technical Physics, 1976, Vol. 17, pp. 432-434
Investigation of the interaction of wave in soil with the obstruction from the records of stresses and strains
2 ta iqtibos
Maqola
Journal of Applied Mechanics and Technical Physics, 1975, Vol. 16, pp. 907-913
Questions of similarity and the scattering of waves in viscoplastic media
1 ta iqtibos
Amaliy
2018–2020
Yakunlangan
ФА-Атех-2018-(1+2)