Estimate the maximum expected value of the pore pressure parameter ti for the following soils:
(a) Compacted glacial till at S = 90%.
(b) Soft saturated normally consolidated Boston blue clay
(c) Soil (a) at S = 100%
(d) Stiff overconsolidated clay at .S' = 99%.
(c) Loose Ottawa sand at 5 = 95% and 100%.
(f) Compacted clayey sill at S - 90% and subjected to high confining pressures.
(g) Dense Ottawa sand at S = 99% and 100%.
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