Field research on distribution of vertical stresses and deformations in the sand base of the strip foundations with beam elements
The article presents the results of the field research on distribution of normal stresses and relative deformations in the sand base along the vertical axis in the gap between the extended beam elements of strip foundation model with variable geometric shape of the foundation base. In the field research of Stress-Strain Behavior (SSB) of the subfoundation of strip foundation model based on beam elements, it is found that the height of the soil curved arch occurring between the extended elements of the foundation base, increases during loading and when approaching the ultimate loading the experimental value of the arch height tends to the theoretical value defined by the formula proposed by M.M. Protodyakonov.