Irrigation and Melioration


The methods have been developed for solving various dynamic problems for inhomogeneous viscoelastic "structure-base" systems taking into account wave entrainment of energy, i.e. non-reflecting conditions at the boundary of the finite site of the base. The dynamic behavior and the stress-strain state of the inhomogeneous “viscoelastic dam-elastic base” system using wave entrainment of energy through the boundaries of the finite site of the base under short-term intense effect in the base are investigated.


1. Mirsaidov M.M., Troyanovsky E.I. Dynamics of Inhomogeneous Systems with Allowance for Internal Dissipation and Wave Energy Entrainment. Tashkent: Fan, 1990. - 108 p. 2. Ilgamov M.A., Gilmanov A.N. Non-reflective Conditions on the Boundaries of the Computational Domain. Moscow: Fizmatlit, 2003. - 240 p. 3. Mirsaidov M.M., Troyanovsky I.E. Wave Problem of Seismic Stability of a Structure during the Propagation of a Rayleigh Wave in an Elastic Half-space. Izv. AS RUz, ser.techn. sciences: Tashkent: 1980, No. 5.- Pp.48-51. 4. Mirsaidov M.M., Solution of the Lamb's FEM Problem Using Radiation Conditions. Mechanics of a deformable rigid body. Tomsk: Tomsk University, 1987. Pp.126-131. 5. Ilyichev V.A., Yuldashev Sh.S., Matkarimov P.Zh. Investigation of Forced Oscillations of an Inhomogeneous Plane System with Allowance for Passive Vibration Isolation. Moscow: Foundations, bases and mechanics of soils. № 2, 1999.- Pp. 9-11. 6. Doctorova A.O. Development of Methods for Accounting for the Interaction of a Foundation with a Base in Assessing the Seismic Stability of Structures. Diss. for the degree of Candidate of Technical Sciences, specialty 05.23.02. St. Petersburg. 2002. 169 p.61: 03-5 / 805-9. http:// www.dissercat.com/content/razvitie-metodov-ucheta-vzaimodeist-viya - fundamenta-s-osnovaniem- dlya-otsenki-seismostoikosti 7. Mishin D.V. Evaluation of the Stress-strain State of Bases and Earth Structures under Static and Seismic Influences. Diss. for the degree of Candidate of Technical Sciences, specialty 05.23.02. St. Petersburg: 2004. 130 c. 61: 05-5 / 1230. http://www.dissercat.com/content/otsenka-napryazhenno-deformirovannogo- sostoyaniya-osnovanii-i-gruntovykh-sooruzhenii-pri-sta 8. Meen-WahGui and Hsien-TeChiu. Seismic Response of Renyitan Earth-fill Dam. Journal of GeoEngineering.Vol. 4, № 2, 2009.Pp.41-50. 9. Matkarimov P.Zh., Mirsaidov M.M. Investigation of Forced Oscillations of an Inhomogeneous Plane System with Allowance for Passive Vibration Isolation. Uzb. Journal "Problems of Mechanics". Tashkent: 1996. №1-2. P.23-27. 10. Gao Y., Song H., Zhang J., Yao Z. Comparison of Artificial Absorbing Boundaries for Acoustic Wave Equation Modeling // Exploration Geophysics. 2015. 48(1). Pp.76-93. 11. Chaillat S., Darbas M., Le Louër F. Approximate Local Dirichlet-to-Neumann Map for Three-dimensional Time-harmonic Elastic Waves // Computer Methods in Applied Mechanics and Engineering. 2015. Vol.297. Pp.62-83. 12. Takekawa J., Mikada H. An Absorbing Boundary Condition for Acoustic-wave Propagation Using a Mesh-free Method // GEOPHYSICS. 2016. 81(4). Pp,145-154. 13. Mandal A., Maity D. Finite Element Analysis of Dam-Foundation Coupled System Considering Cone-Type Local Non-Reflecting Boundary Condition // Journal of Earthquake Engineering. 2016. Vol.20. Issue 3. Pp.428-446. 14. Mirsaidov M.M., Sultanov T.Z., Rumi D.F. An Assessment of Dynamic Behavior of the "Structure-Foundation" System with Account of Wave Entrainment of Energy. Magazine of Civil Engineering. 2013, v.39, Iss.4, Pp. 94-105. 15. Mirsaidov M.M., Sultanov T.Z. Use of the Linear Hereditary Theory of Visco-elasticity in Dynamic Calculation of Earth Structures. Moscow: Foundations, Bases and Soil Mechanics. № 6. 2012, Pp. 30-34. 16. Freza M.V. Interaction of Metal Corrugated Structures with Soil Medium. Diss. for the degree of Candidate of Technical Sciences, specialty 05.23.02. St. Petersburg: 2006. 162 p. 61: 06-5 / 2726. http://www.dissercat.com/content/vzaimodeistvie-metallicheskikh-gofrirovannykh-konstruktsii-s-gruntovoi-sredoi 17. Tyapin A.G. Interaction of NPP facilities with a Base under Seismic Influences. Diss. for the degree of Doctor of Technical Sciences, specialty 05.23.17. Moscow. 1995.-328 p. http://www.dissercat.com/ ontent/vzaimodeistvie-sooruzhenii-aes-s-osnovaniem-pri-seismicheskikh-vozdeistviyakh 18. Tsvetkov R.V. Development and Creation of Strain Monitoring of Engineering Structures in the Karst Area. Diss. for a scientific degree by Candidate of Technical Sciences, specialty 01.02.04. Perm: 2011. -119 p.61 11-5 / 2721. http://www.dissercat . com/content/razrabotka-i-sozdanie-deformatsionnogo-monitoringa-inzhenernykh-sooruzhenii-v-karstovom-raio 19. Poverennov E. Yu. Numerical Simulation of Shock Interaction of the Bodies with Frozen Soil Using Quasi- uniform Grids. Diss. for the degree of Candidate of Physical and Mathematical Sciences, specialty 01.02.04. Nizhny Novgorod: 2012. -90 p. 61: 12-1 / 1086. http://www.dissercat.com/content/chislennoe-modelirovanie-udarnogo-vzaimodei-stviya-tel-s-merzlym-gruntom-s-primeneniem-kvazir 20. Ilyushin A.A., Pobedrya B.E. Fundamentals of the Mathematical Theory of Thermo-Viscoelasticity. Moscow: Nauka, 1970. -280 p. 21. Filatov A.N. Asymptotic Methods and the Theory of Differential and Integro-differential Equations. - Tashkent: Fan, 1974. -216 p. 22. Koltunov M.A. Creep and Relaxation. - Moscow: High School, 1976.-277 p. 23. Rzhanitsyn A.R. Creep theory. -Moscow: Stroiizdat, 1968. -416 p. 24. Novatsky V. Theory of Elasticity. Moscow: Mir. 1975. 872 p. 25. Bate K., Wilson E. Numerical Analysis Methods and FEM. - Moscow: Stroiizdat, 1982. -448 p. 26. Kostylev V.S. Application of the Mathematical "Structure-foundation" Model to the Analysis of Changes in Kinematic Parameters of Concrete Arch-gravity Dam of the Sayano-Shushensk HPP in 2012-2014. Hydro-technical engineering. -2013, No. 4, -Pp.37-46. 27. Marchuk A.N., Marchuk N.A. The Use of Seismograms in the State Analysis of the Dam-base System of the Chirkey HPP. Hydro-technical engineering.. 2014, №10, - Pp.23-26. 28. Mirsaidov M.M., Sultanov T.Z., Khodzhaev D.A. Assessment of the Stress-Strain State of Earth Dams. Civil-Comp Press, Stirlingshire, UK, Paper 108, 2012.doi:10.4203/Рp.100-118. URL: http://www.ctresources. info/ccp/paper. html?id=7248. 29. Mirsaidov M.M., Sultanov T.Z. Assessment of stress-strain state of earth dams with allowance for non-linear strain of material and large strains. Magazine of Civil Engineering. 2014, v.49, Iss.5,Pp. 73-82+136-137. 30. Sultanov T.Z., Khodzhaev D.A., Mirsaidov M.M. The Assessment of Dynamic Behavior of Heterogeneous Systems Taking into Account Non-linear Viscoelastic Properties of Soil. Magazine of Civil Engineering. 2014, v.45, Iss.1,Pp. 80-89+117-118.