[1] Bryanskaya Yu.V., Markova I.M., Ostyakova A.V. Ed. V.S. Borovkova. Hydraulics of water and suspension flow in rigid and deformable boundaries. - M .: Publishing house DIA, 2009, - 264 p.

[2] Lyakher V.M. Turbulence in hydraulic structures. M.: Energy, 1968, - 408 p

[3] Maslov N.N. Fundamentals of soil mechanics and engineering geology. M.: Highestschool, 1968. -285 p.

[4] Meschyan S.R. Experimental rheology of clay soils. M.: Nedra, 1985. -342.

[5] Mirtskhulava Ts.E. Erosion of channels and methods for assessing their stability. M.: Kolos, 1967. - 179 p.

[6] Osipov V.I. The nature of the strength and deformation properties of clayey rocks. - Ed. Moscow University. 1989, - 235 p.

[7] Tsytovich N.A. Soil mechanics. - M .: Higher School, 1983, -288 p.

[8] Эшев, С.С. andХазратов, А.Н., 2016. К вопросу моделирование нарушенной структуры связных грунтов в лабораторных условиях. Инновационноеразвитие, (5), pp.25-28.

[9] Eshev S.S. Calculation of deformations of large earthen canals under conditions of stationary water flow. Tashkent. “Scienceand technology”, 2017.-164 p.

[10] Eshev, S., Rahmatov, M., Khazratov, A., Mamatov, N., Sagdiyev, J., &Berdiev, M. (2021). Critical flow velocities in cohesive saline soils. In E3S Web of Conferences (Vol. 264, p. 03071). EDP Sciences.