ЧАСТЬ 1. ИНТЕРПРЕТАЦИЯ РЕЗУЛЬТАТОВ ПОЛЕВЫХ ИСПЫТАНИЙ С ЦЕЛЬЮ ОПРЕДЕЛЕНИЯ ПРОЧНОСТНЫХ ХАРАКТЕРИСТИК ГРУНТОВ

The article describes the maindetermination procedures of soil strength characteristics and the deformation characteristics of disperse soils using field test data and laboratory test results obtained by various methods, discusses interpretation of the results of static and dynamic penetration tests and testing by dilatometers, pressuremeters, flat and screw stamps. (The article) presents correlation dependences between the strength characteristics and parameters measured during field soil investigations by static and dynamic penetration testing, pressuremeters and dilatometers. Procedures of determination of the deformation moduli using compression and triaxial test data are described. Application of the deformation moduli for calculation of foundation settlements is considered.