Geotechnical justification of the stadium construction on water-saturated soils under seismic loading

One of the main issues in design bases and foundations on water-saturated soils conditions possible seismic impacts is geotechnical substantiation possibil-ity construction. Among influencing factors, one can single out assessment ability sandy soil to resist vibration liquefaction. The paper presents re-sults studying behavior samples under triaxial cyclic loading, which equivalent strength action. urgency problem lies study process liquefaction with an deformability dynamic influences. tests were carried a pneumatic stabilometer. A special technique has been developed that provides for imposition stresses static stress state samples. criteria have determined. ge-otechnical possibility building stadium loading out. parameters earthquake, will show liquefaction, established.