| Wave theory of seismic stability of underground structures KS Sultanov | 53* | 2016 |
| Dynamic deformation of the contact layer when there is shear interaction between a body and the soil. AA Bakhodirov, SI Ismailova, KS Sultanov J. Appl. Maths. Mechs. USA. 2016., P. 87-96., 2016 | 28 | 2016 |
| Laws of Shear Interaction at Contact Surfaces Between Solid Bodies and Soil. KS Sultanov, AA Bakhodirov Soil Mechanics and Foundation Engineering. 53 (Issue 2.), P. 71-77., 2016 | 27 | 2016 |
| Quasistaticity of the process of dynamic strain of soils KS Sultanov, PV Loginov, SI Ismoilova, ZR Salikhova Magazine of Civil Engineering, 71-91, 2019 | 26 | 2019 |
| Волновая теория сейсмостойкости подземных сооружений КС Султанов Монография, ФАН, Ташкент, 392 стр., 2016 | 26 | 2016 |
| The Attenuation of Longitudinal Waves in Non-Linear Visco- Elastic Media. KS Sultanov J. Appl. Maths. Mechs. USA, 2002. 66 (Issue 1.), P. 115-122., 2002 | 24 | 2002 |
| Nonlinear deformation laws for composite threads in extension. SI Ismailova, KS Sultanov Mechanics of Solids. 50 (Issue 5.), P. 578-590., 2015 | 21 | 2015 |
| Strength of underground pipelines under seismic effects KS Sultanov, JX Kumakov, PV Loginov, BB Rikhsieva Magazine of Civil Engineering, 97-120, 2020 | 20 | 2020 |
| Wave processes in determining mechanical characteristics of soils K Sultanov, P Loginov, S Ismoilova, Z Salikhova E3S Web of Conferences 97, 04009, 2019 | 20 | 2019 |
| State Equations for Soils Prone to Slump-Type Settlement with Allowance for Degree of Wetting. KS Sultanov, BE Khusanov Soil Mechanics and Foundation Engineering. 38 (Issue 3.), P. 80-86., 2001 | 20 | 2001 |
| A Non-Linear Law of the Deformation of Soft Soils. KS Sultanov J. Appl. Maths. Mechs. USA, 2002. 62 (Issue 3.), P. 465-472., 1998 | 20 | 1998 |
| Interaction of a rigid underground pipeline with elastic-viscous-plastic soil K Sultanov, B Khusanov, B Rikhsieva IOP Conference Series: Materials Science and Engineering 883 (1), 012038, 2020 | 19 | 2020 |
| Waves in a viscoelastic bar surrounded by soils under smooth loading. AA Bakhodirov, KS Sultanov Mechanics of Solids. 49 (Issue 3.), P. 349-359., 2014 | 18 | 2014 |
| Закономерности взаимодействия подземных сооружений с грунтом при их относительном сдвиге . КС Султанов Прикладная механика. Киев. 29 (№ 3.), С. 60-68., 1993 | 17 | 1993 |
| Wave theory of seismic resistance of underground structures KS Sultanov Tashkent: Fan, 392, 2016 | 16 | 2016 |
| Underground pipeline strength under non-one-dimensional motion K Sultanov, B Khusanov, B Rikhsieva IOP Conference Series: Materials Science and Engineering 883 (1), 012023, 2020 | 15 | 2020 |
| Underground pipeline reliability under longitudinal impact load K Sultanov, B Khusanov, B Rikhsieva IOP Conference Series: Materials Science and Engineering 869 (5), 052008, 2020 | 15 | 2020 |
| Longitudinal waves in a cylinder with active external friction in a limited area KS Sultanov, BE Khusanov, BB Rikhsieva Journal of Physics: Conference Series 1546 (1), 012140, 2020 | 15 | 2020 |
| Нелинейный закон деформирования мягких грунтов. КС Султанов ПММ. Прикладная математика и механика. Москва. 62 (№ 3.), С. 503-511., 1998 | 15 | 1998 |
| МАТЕМАТИЧЕСКАЯ МОДЕЛЬ ВЗАИМОДЕЙСТВИЯ ТВЕРДЫХ ТЕЛ С ГРУНТОМ ПРИ ИХ ОТНОСИТЕЛЬНОМ СДВИГЕ. КС Султанов ПМТФ. Прикладная механика и техническая физика. 1993., С. 40-48., 1993 | 15 | 1993 |
