In the paper discusses the results of experimental studies of the stress-strain state of the soil around the walls of the borehole under axisymmetric loading. Analytical expressions are given for determining the soil deformation modulus when tested with a sand pressiometer.
Reference: 1. Ukhov S.B. Mechanics of soil, basis and foundations. Мoscow, “Visshaya shkola”, 2004. 2. Khasanov A.Z., Khasanov Z.A. Basis and foundations on forest landfills. Tashkent. “Ozbekiston”, 2006. p.154. 3. Khasanov A.Z., Khasanov Z.A. Experimantal and theoretical researches of durability and strength of soils. “Zarafshon” publishing house. Samarkand, 2015. P.126.
Askar, Khasanov and Nigora, Nabiyeva
"RESULTS OF MODEL TRAY EXPERIMENTS OF A SAND PRESSIOMETER AND METHODS FOR DETERMINING THE DEFORMATION CHARACTERISTICS OF SOILS,"
Problems of Architecture and Construction: Vol. 2
, Article 4.
Available at: https://uzjournals.edu.uz/samgai/vol2/iss4/4