A Mathematical Analysis of the Stress Statement of the Soil Basis under Complex Loading near the Retaining Wall

The present paper describes and provides an analytical solution to the problem of stress state a limited-thickness soil basis resting on incompressible base, under action two distributed loads different intensities near retaining wall excavation pit. It is proposed that method for identifying components statement within framework engineering in question improved, based trigonometric Ribiere–Fileon series. results obtained by authors allow evaluation supplementary effect produced from heavy machinery materials stored this wall. These findings are useful design underground constructions buildings structures. Theoretical provided together with those numerical experiments validate research reliability.