The coefficient of earth pressure when the soil is at equilibrium is ___________
(a) σv /σh
(b) σh /σv
(c) σv × σh
(d) σ1 / σ3
I have been asked this question during an internship interview.
My question comes from Plastic Equilibrium in Soils : Active and Passive States topic in division Failure Envelopes & Earth Pressure of Geotechnical Engineering II