STUDY OF THE INFLUENCE OF WETTING ON THE DEFORMABILITY OF SOILS OF THE FOUNDATION OF AUTOMOBILE ROADBED
This article presents the results of experimental studies to identify the dependence of the modulus of soil deformation on the coefficient of water saturation. During the field study, the regularities of the water-salt regime of the soil foundations of the roadbed of the 4R33 Ulyanov-Naiman (Guliston-Gagarin 20km) road and the M-34 (Guliston-Yangier) highway 137 20 km were studied. On-site laboratory tests were carried out compression method according to the method of 2 curves. The study determined that the modulus of deformation of water-saturated loam soils satisfactorily correlates with the value of the initial porosity coefficient.