The intense-deformed condition of the non-uniform base of a final thickness is studied by means of V.E.Vlasova's variation method. Application of this method gives possibility to gain are exact enough also accessible to practical applications of the solution when a soil characteristics is functions of co-ordinates.
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Mardonov, B. and Turayev, I.
"IMPLEMENTATION OF VARIATION METHOD BY V.Z.VLASOV TO THE THEORY OF NONHOMOGENEOUS ELASTIC BASIS,"
Problems of Architecture and Construction: Vol. 1
, Article 4.
Available at: https://uzjournals.edu.uz/samgai/vol1/iss4/4