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
T E
A
4.4 2.4
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B
5.4 3.4
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C
7.4 4.0
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D
8.4 4.4
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Solution
The correct option is D 8.4 4.4 Totalstress=γsatZ=2.1×4 =8.4t/m2 Porepressure=γwZ=1×4=4t/m2 Effectivestress=8.4−4=4.4t/m2