results of the sheer tests appears in Figure 5.9-18.
The values selected
for the analysis of pile foundations are defined by the line passing
through the test data,
Laboratory friction tests of the soils in contact with the piling
materials, steel, concrete, and wood, were performed on selected samples
and the resistances have also been summarized on the graphs appearing in
Figure 5.9-18.
To provide data for estimating the probable settlements
of the proposed structures, consolidation tests were performed on four
selected samples and the load-versus-consolidation curves obtained from
these tests are presented on the graphs in Figure 5.9.-19. Figures 5.9~20,
5.921, and 5.9-22 show results of the tests made to provide data for
classification of soils.
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