Abstract
This researchexaminedfielddata of84 boreholes formten chosen sites in Salah Aldeen Governorate. The soils for these sites aregranular gypseous with gypsum content (Gyp. %) ranged from 8.37-51.14%.Based on Standard Penetration Test (SPT), the Nvalues for each chosen site were corrected for fieldprocedures and overburden pressure effects by exploiting NovoSPTprogram to get(N1)60or NCor.values, where these values used later by this program for allowable bearing capacity calculations. To study the properties and illustrating the behavior of these gypseous soils, the SPSSand the Curve Expert programs wereused to perform statistical analysis for the data of the chosen sites. For dry condition, it is concluded that (NCor.) values are increasing with (Gyp. %) after deactivating the effects of void ratio and average particles size. Also the allowable bearing capacity (qall) values are observed to be increased with (Gyp. %). Based on the stresses affecting the SPT sampler, the peck et al.,1974 Equation was proved to be the reliable formula among the others Equations for calculating (qall) from field Nvalues. Depending on calibration chamber )laboratory SPT) tests results and cavity expansion theory, it is dependable to use 0.5 exponent for CNcorrectionEquation of overburden pressure effect
Keywords
Allowable bearing capacity
gypseous soil
SPT
Statistical analysis