When a dam is built of impervious compressible soil, water is entrapped in the pore space due to ___________
(a) Excessive pore pressure
(b) Volume change in the soil mass
(c) Low shear strength of soil
(d) Unstable soil mass
The question was asked in homework.
My doubt stems from The Swedish Slip Circle Method in portion Stability of Slopes of Geotechnical Engineering II