load the following points m22 and - 3 - 12 - 4 and q 4 - 1 joining the points in order what we get to you get by joining MNP q
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Plot of z1 /q against k2 3.32 Plot of z1 /q against k1 k2 = 4 3.33 Contact stress over a rigid circular foundation resting on an elastic medium 3.34 Contact pressure and settlement profiles for foundations on clay 3.35 Contact pressure and settlement profiles for foundations on sand 4.1 Definition of effective stress 4.2 Normal total stresses in a soil mass 4.3 Soil element under isotropic stress application 4.4 …
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