In which one of the following pairs of soil types would you anticipate negative pore pressure when subjected to shearing?

Normally consolidated clay and dense sand

Overconsolidated clay and loose sand

Less consolidated clay and overconsolidated clay

Dense sand and overconsolidated clay

In which one of the following pairs of soil types would you anticipate

1.	In which one of the following pairs of soil types would you anticipate negative pore pressure when subjected to shearing?
A.	Normally consolidated clay and dense sand
B.	Overconsolidated clay and loose sand
C.	Less consolidated clay and overconsolidated clay
D.	Dense sand and overconsolidated clay
Answer» E.

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In which one of the following pairs of soil types would you anticipate negative pore pressure when subjected to shearing?

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