Geotechnical Engineering: Compressibility of Soil - Other Settlements

Описание к видео Geotechnical Engineering: Compressibility of Soil - Other Settlements

A 1.5 m by 1.5 m square column foundation carries a load of 1650 kN. Considering a settlement for clay layer, determine the following:
a. Effective Overburden pressure at midpoint of Clay
b. Additional Pressure at midpoint of clay
c. Immediate Settlement if Es = 19,000 kPa, Us = 0.65 , If = 1.4
d. Primary Settlement if Normally Consolidated if Cc = 0.25
e. Secondary Settlement if Ca = 0.010 T1 = 2 years and T2 = 5 years.

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