Geotechnical Engineering · Lesson 12 of 27
Consolidation and Settlement Analysis
How a saturated clay sheds excess pore pressure and settles over time, how to read the compression and recompression indices off the e-log p' curve, how to size the primary settlement of normally and overconsolidated clays, how the coefficient of consolidation, time factor, and degree of consolidation set the rate, and how secondary compression keeps creeping afterward.
15 min read · Super Ea
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