(b) Figure Q-b shows the variation of void ratio e with vertical effective stress d (log scale) that we consider to calc

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(b) Figure Q-b shows the variation of void ratio e with vertical effective stress d (log scale) that we consider to calc

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B Figure Q B Shows The Variation Of Void Ratio E With Vertical Effective Stress D Log Scale That We Consider To Calc 1
B Figure Q B Shows The Variation Of Void Ratio E With Vertical Effective Stress D Log Scale That We Consider To Calc 1 (12.43 KiB) Viewed 19 times
(b) Figure Q-b shows the variation of void ratio e with vertical effective stress d (log scale) that we consider to calculate primary consolidation settlement. Would you obtain the URL path as shown from an oedometer test? If not, what is the actual soil response! And, explain the reason for the difference. [5] Figure Q-bi URL C -NCL a; (log scale)
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