Engineering Properties of Soils
The equation for shearing strength S (lb/ft2 or kPa) of a soil may be taken as follows:
S = c + a tan ф (8.3)
where c = cohesion, lb/ft2 (kPa)
a = confining pressure or normal stress, lb/ft2 (kPa) ф = angle of internal friction of the soil, degrees
The shearing strength of the soil should account for the effect of pore water pressure when present. Equation (8.3) can be modified as:
S = c + (a — u) tan ф (8.4)
where u = pore water pressure, lb/ft2 (kPa)
Soil consolidation is produced by load and is associated with changes in soil moisture. It is also a function of time. The time required for drainage to occur, which results from the change in soil moisture, is a function of the permeability of the soil and the distance the water must travel in the material to be released...
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