Similar to Question 3, a square footing supporting a column applies a uniform pressure of 100 kPa on top of a deep clay deposit. Consider that only primary consolidation settlements apply for this question. Which of the following statements are correct (select all that apply)? B.One month after construction, the consolidation ratio within a soil element centered at point B should be lower than the consolidation ratio within a soil element centered at point C. C.When the excess pore water pressures are fully dissipated throughout the entire clay layer, the volumetric strain developed within a soil element centered at Point B is greater than the volumetric strain developed within a soil element centered at Point A. D.After the completion of primary consolidation throughout the entire clay layer, the volumetric strain developed within a soil element centered at Point B is the same that the volumetric strain developed within a soil element centered at Point C. E.The time predicted by Terzaghi’s theory of consolidation to achieve 50% consolidation is most likely underestimated compared to that would be the actual time reported on site
Similar to Question 3, a square footing supporting a column applies a uniform pressure of 100 kPa on top of a deep clay deposit. Consider that only primary consolidation settlements apply for this question. Which of the following statements are correct (select all that apply)?
A.Similar to Question 3, a square footing supporting a column applies a uniform pressure of 100 kPa on top of a deep clay deposit. Consider that only primary consolidation settlements apply for this question. Which of the following statements are correct (select all that apply)?
B.One month after construction, the consolidation ratio within a soil element centered at point B should be lower than the consolidation ratio within a soil element centered at point C.
C.When the excess pore water pressures are fully dissipated throughout the entire clay layer, the volumetric strain developed within a soil element centered at Point B is greater than the volumetric strain developed within a soil element centered at Point A.
D.After the completion of primary consolidation throughout the entire clay layer, the volumetric strain developed within a soil element centered at Point B is the same that the volumetric strain developed within a soil element centered at Point C.
E.The time predicted by Terzaghi’s theory of consolidation to achieve 50% consolidation is most likely underestimated compared to that would be the actual time reported on site.
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