By Bengt H. Fellenius
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Eslami-Fellenius (1996) method has the advantage over the Robertson (1990) that it avoids the solecism of plotting data against their own inverted values and associated distortion of the data. VII. Eslami-Fellenius (1997) method has the additional advantage over other referenced piezocone methods in that it allows the user to directly assess a value without first having to determine distribution of total and effective stress to use in a subtraction and multiplication effort in calculating a “normalized” set of values.
CPTU data were obtained in a soil profile consisting of 7 m of sand deposited on normally consolidated silty clay. The piezometer was attached to the cone face (u1) and not behind the shoulder (u2). The method of converting the pore pressure measurement to the u2-value presented by Finno (1989) has been accepted here, although the conversion is disputed. For comments, see Mayne et al. (1990). 2. Along the shore of Fraser River, Vancouver, British Columbia (personal communication, V. Sowa, 1998).
For one of the cases, the grain size distribution is also available. The CPTU-diagrams from the site are shown in Fig. 12. The soil and CPTU information for the specific points are compiled in Table 1. The three sites are: 1. North Western University, Evanston, Illinois (Finno 1989). CPTU data were obtained in a soil profile consisting of 7 m of sand deposited on normally consolidated silty clay. The piezometer was attached to the cone face (u1) and not behind the shoulder (u2). The method of converting the pore pressure measurement to the u2-value presented by Finno (1989) has been accepted here, although the conversion is disputed.
Basics of Foundation Design by Bengt H. Fellenius