Работы, цитирующие эту работу

Работ: 6

Работа: Laws governing the interaction of underground structures with soll during their relative displacement

1. Nonlinear deformation laws for composite threads in extension

   Sabida Ismailova, K. S. Sultanov

   СтатьяAdvanced machining processes and optimizationMechanics of Solids2015Цитирований: 11

   ABIABI:AkademIndex/openalex/2026.other.183265

2. Waves in a viscoelastic bar surrounded by soils under smooth loading

   A. A. Bakhodirov, K. S. Sultanov

   СтатьяGeotechnical and Geomechanical EngineeringMechanics of Solids2014Цитирований: 10

   ABIABI:AkademIndex/openalex/2026.other.199196

3. Experimental and Theoretical Method for Determining Mechanical Characteristics of Soils under Dynamic Loads

   Pavel Loginov, Zulfiya Salikhova, Karim Sultanov

   СтатьяGeotechnical and Geomechanical EngineeringMechanics of Solids2019Цитирований: 9

   ABIABI:AkademIndex/openalex/2026.other.204115

4. Mathematical model of underground structure-soil interaction

   Karim Sultanov, Bakhtiyar Khusanov, Barno Rikhsieva

   СтатьяGeotechnical and Geomechanical EngineeringIOP Conference Series Materials Science and Engineering2020Цитирований: 6

   ABIABI:AkademIndex/openalex/2020.article.000308

5. STRAIN CHARACTERISTICS OF SOIL AND METHODS OF THEIR DETERMINATION

   Karim Sultanov, Pavel Loginov, Zulfiya Salikhova

   СтатьяGeotechnical and Geomechanical EngineeringIrrigatsiya va Melioratsiya2018Цитирований: 0

   ABIABI:AkademIndex/openalex/2018.article.001053

6. Computational features of numerical solution of non–stationary wave problems for an underground pipeline under seismic impacts

   Karim Sultanov, Sabida Ismoilova, Nodirbek Akbarov

   СтатьяGeotechnical and Geomechanical EngineeringAIP conference proceedings2026Цитирований: 0

   ABIABI:AkademIndex/openalex/2026.article.009811