Pore Pressure Coefficients for Simple Shear Test
DOI:
https://doi.org/10.21501/21454086.932Keywords:
Simple shear, Pore pressure generation, Cohesive soils, Skempton’s parameters.Abstract
Increase in pore pressure depending on the nature of the excitation, the type of soil and the drainage conditions of the ground are generated by loads acting on a saturated soil. It has approached the study of the generation of the pore pressure from usually consolidated soft soil samples from the basement of the Port of Barcelona. Data from an adequate experimental campaign using simple shear machine have been used, and the aspects that are considered key to the process of generation of pore pressure in the soil under different loading conditions acting have been identified. In conclusion, the generalization of Skempton’s classical equation (formulated almost 60 years ago) and the interpretation of the pore pressure generation for triaxial test apparatus have been proposedDownloads
References
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