Ch 5 Shallow foundations: allowable bearing capacity and settlement (1/3), 5.1 Introduction, 5.2 Stress due to a concentrated load, 5.3 Stress due to a circular loaded area, 5.4 Stress below a rectangular area, 5.5 Average stress increase due to a rectangularly loaded, 5.6 Stress increase under an embankment, 5.9 Elastic settlement of foundations on saturated clay (m = 0.5), 5.10 Settlement based on theory of elasticity

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