Environmental Engineering Reference
In-Depth Information
Relationships between the uniaxial compressive strength and the deformation modulus
for clays are given in Figure 3.92.
3.6.5
Compacted Materials
Typical properties for compacted soils, including maximum dry weight, optimum mois-
ture content, compression values, strength characteristics, coefficient of permeability, CBR
values and range of subgrade modulus are given in Table 3.39.
References
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