REFERENCES
D. Taylor, Fundamentals of Soil Mechanics, New York and London (1954).
N. A. Tsytovich, S. B. Ukhov, and V. N. Burlakov, ”Failure mechanism of fissured rock upon displacement of loading plate,” Proc. Second ISRM Congress, Beograd, Balkema, Rotterdam (1970).
V. N. Burlakov, ”Dilatancy low-implementation for design of foundation,” Geology and Computers, Balkema, Rotterdam (2000).
S. S. Vyalov, Rheological Principles of Soil Mechanics [in Russian], Vysshaya Shkola, Moscow (1978).
V. N. Burlakov, Determining the Strength Parameters of Fissured Rocks by Concrete Block Shearing: PhD Thesis [in Russian], Moscow (1975).
A. M. Ryzhov, Determining Strength and Deformability for Sandy Soils [in Russian], Budivinok, Kiev (1968).
Yu. K. Zaretskii, Soil Viscoplasticity and Structure Calculations [in Russian], Stroiizdat, Moscow (1988).
”Current topics in nonlinear soil mechanics,” in: Proceedings of the All-Union Conference, Chelyabinsk ( 1987).
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Burlakov, V.N. Dilatancy in Sandy Soils. Power Technology and Engineering 35, 301–306 (2001). https://doi.org/10.1023/A:1012497712625
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DOI: https://doi.org/10.1023/A:1012497712625