CE Board HGE Problem 25 (Hydraulics and Geotechnical Engineering) - CE Nov 2023

Civil Engineering Licensure Board Exam Problems and Solutions.

Evaluate the plastic settlement, in meter(s), on a layer of plastic clay due to an increase of pressure caused by loads above it under the following conditions:
initial intergranular pressure = 200 kPa
increase in intergranular pressure = 120 kPa
thickness of the clay layer = 8 m.
coefficient of consolidation = 0.315
void ratio of the clay = 1.132
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