By Bengt H. Fellenius
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Additional resources for Basics of Foundation Design
Data from Robertson et al. 1983. The conversion curve shown by Robertson et al. (1983) has seen much use for determining N-indices from CPT soundings in order to apply the so-determined "N"-values to various calculations. Actually, these days, the cone stress is the pore pressure corrected stress, qt. The conversion results are rather questionable, however. The conversions do not just show a scatter, conversions at other sites are often very different to those shown in Fig. 25. For example, Fig.
Aspects, such as overconsolidation, whether a recent or old sedimentary soil, or a residual soil, mineralogical content, etc. will influence the friction ratio, and, therefore, the interpretation, as will a recent fill or excavation. However, the chart is of an important general qualitative value. Fig. 2 The Begemann original profiling chart (Begemann, 1965) November 2009 Page 2-3 Basics of Foundation Design, Bengt H. 0 % >7 % Sanglerat et al. (1974) Sanglerat et al. (1974) proposed the chart shown in Fig.
The soil descriptions was confirmed from bore hole samples. The colored block diagrams to the right are obtained from soil profiling using the CPTU data directly. 7), the pore pressure distribution in the clay layer below 38 m depth is artesian; the pore pressure head above ground is about 7 m. November 2009 Page 2-19 Basics of Foundation Design, Bengt H. Fellenius The soil profile determined from CPTU data is usually in agreement with the soil profile determined from the conventional grain size distribution.
Basics of Foundation Design by Bengt H. Fellenius