Tezarghi's Theory of One-Dimensional Consolidation
If Δ p is inc...
Question
If Δp is increment of pressure on a normally consolidation saturated soil mass, as per Terzaghi's theory at the instant of application of pressure increment i.e., when time t = 0, what is the pore pressure developed in the soil mass?
A
Zero
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B
Very much less than Δp
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C
Equal to Δp
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D
Greater than Δp
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Solution
The correct option is C Equal to Δp At t = 0 the pore pressure increment or pore pressure developed will be Δp. At any time t > 0 excess pore pressure dissipates and reduces.