Riaund, J. L., & Miran, J. (1992). The Cone Penetrometer Test (Report No. FHWA-SA-91-043). United States. Federal Highway Administration. Office of Technology Applications. https://rosap.ntl.bts.gov/view/dot/75058
Riaund, Jean-Louis and Jerome Miran. The Cone Penetrometer Test. Report no. FHWA-SA-91-043. United States. Federal Highway Administration. Office of Technology Applications, 1992. https://rosap.ntl.bts.gov/view/dot/75058.
Riaund, Jean-Louis, and Jerome Miran The Cone Penetrometer Test. United States. Federal Highway Administration. Office of Technology Applications, 1992, Report no. FHWA-SA-91-043, ROSA P. https://rosap.ntl.bts.gov/view/dot/75058.
The cone penetrometer test consists of pushing a series of cylindrical rods with a cone at the base into the soil at a constant rate of 2 cm/sec. Continuous measurements of penetration resistance on the cone tip and friction on a friction sleeve are recorded during the penetration. The Piezo-cone records pore pressures in addition to point and friction resistance. The continuous profiles obtained with the cone penetrometer test allow the user to visualize the stratigraphy, to evaluate the soil type, to estimate a large number of fundamental soil parameters, and to directly design shallow and deep foundations subjected to vertical loads.
Riaund, J. L., & Miran, J. (1992). The Cone Penetrometer Test (Report No. FHWA-SA-91-043). United States. Federal Highway Administration. Office of Technology Applications. https://rosap.ntl.bts.gov/view/dot/75058
Riaund, Jean-Louis and Jerome Miran. The Cone Penetrometer Test. Report no. FHWA-SA-91-043. United States. Federal Highway Administration. Office of Technology Applications, 1992. https://rosap.ntl.bts.gov/view/dot/75058.
Riaund, Jean-Louis, and Jerome Miran The Cone Penetrometer Test. United States. Federal Highway Administration. Office of Technology Applications, 1992, Report no. FHWA-SA-91-043, ROSA P. https://rosap.ntl.bts.gov/view/dot/75058.
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