CIVIL EARTH ROCK FILL SLOPE STABILITY

UNIT III

UNIT-III
SLOPE STABILITY ANALYSIS: TYPES OF FAILURE: FAILURE
SURFACES – PLANAR SURFACES,
CIRCULAR SURFACES, NON-CIRCULAR SURFACES, LIMIT
EQUILIBRIUM METHODS, TOTAL
STRESS ANALYSIS VERSUS EFFECTIVE STRESS ANALYSIS,
USE OF BISHOP’S PORE
PRESSURE PARAMETERS, SHORT TERM AND LONG TERM
STABILITY IN SLOPES. TAYLOR
CHARTS.

Discussion

Discussion allows you to ask questions directly to the instructor.