ENGINEERING MATERIALS IN EE QUIZ

pore water pressure with time

effective stress with time

effective stress with depth

pore water pressure with depth

Increases with the increase in the initial voids ratio

Decreases with the increase in the initial voids ratio

Increases with the decrease in the porosity of the soil

Decreases with the decrease in the plastic limit

percentage air voids

porosity

voids ratio

air content

0.18 m3/sec

0.1125 m3/sec

0.00018 nrVsec

0.0045 m3/sec

gravel

sand

silt

clay

increases by 25%

decreases by 33.3%

increases by 50%

increases by 33.3%

montmorillonite

rock minerals

illite

kaolinite

angle of internal friction

None of these

angle of repose

cohesion

type of sand

flow condition occurring in cohesive soils

flow condition occurring in both cohesive and cohesionless soils

flow condition occurring in cohesionless soils

important because it is a function of engineering properties of soil

a physical parameter that can be measured

All of these

the stress at particles contact