The correct interpretation of in situ and laboratory test results is an important step the design mining tailing containment structures. This study aims to analyze Seismic Cone Penetration Test (SCPTu) obtained into a reservoir composed two material layers: thick-dry tick-saturated. It possible observe that same reservoir, CPTu can lead classification each layer as different soil with specific ...

Saturated fine-grained soils can undergo large settlements over a long period of time. Therefore, the estimation of both the total settlement and the rate of change of cohesive soils under field loading is essential for geotechnical engineering design and analysis. The total settlement can be determined from deformation moduli such as the tangent constrained modulus, M, while the time rate of s...