If the saturated density of a given soil is 2.1 t/m3, then the total stress (T in t/m2) and the effective stress (E in t/m2) of a saturated soil stratum at a depth of 4 m will be

1
T - 4.4        E - 2.4
2
T - 5.4       E - 3.4
3
T - 7.4       E - 4.0
4
T - 8.4        E - 4.4

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