EMBANKMENT FAILURE: AN ANALYSIS USING BASIC SOIL MECHANICS AND SMOOTHED PARTICLE HYDRODYNAMICS
VENKATARAMAN R
EMBANKMENT FAILURE: AN ANALYSIS USING BASIC SOIL MECHANICS AND SMOOTHED PARTICLE HYDRODYNAMICS
A part of the approach embankment designed as reinforced earth retaining wall at the maximum section, under construction underwent a classical slip failure/bearing capacity failure through the underlying subsoil after a period of prolonged heavy rainfall.
EMBANKMENT FAILURE: AN ANALYSIS USING BASIC SOIL MECHANICS AND SMOOTHED PARTICLE HYDRODYNAMICS
A part of the approach embankment designed as reinforced earth retaining wall at the maximum section, under construction underwent a classical slip failure/bearing capacity failure through the underlying subsoil after a period of prolonged heavy rainfall.