Flat land in cone penetration test

These soils may be expected to display different engineering characteristics given their different geological origins. The soils are mostly cohesive and the undrained shear strength, s u , is of geotechnical interest. The cone penetration test CPT allows an estimate of s u to be made via application of bearing capacity theory using a cone factor, N kt. Typically, N kt varies from 10 to 18, depending on the soil type, so it is often necessary to compare with a reference test to determine the N kt factor that is appropriate for the soil type on a site-specific basis.
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21.11.2020
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Geotechnical Investigation & Laboratory Testing

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Cone penetration test (CPT)-based soil behaviour type (SBT) classification system — an update

CPT represents a sophisticated penetration test method which can be used to rapidly obtain information on variations in soil type and properties with depth. The electric cone is pushed into the ground on rods using a CPT rig. Tip resistance, friction and dynamic porewater pressure are measured by transducers in the cone, which are connected to the surface via an umbilical cable. The test gives a continuous output from the sensors which can be interpreted to provide a profile of soil type and strength. Correlation with other geotechnical properties can often be carried out.
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Cone penetration test (CPT)-based soil behaviour type (SBT) classification system — an update

Geotechnical Investigation in General An important basis for the planning and construction of building and infrastructure projects comprising various types of structures as foundation, excavation pit, land reclamation, beach nourishment etc. For this purpose, the geotechnical investigation with its respective services shall be carried out. Their nature and extent depends on the type of the structure, the difficulty of the structure and the expected ground conditions.
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