EMBANKMENT FAILURE: AN ANALYSIS USING BASIC SOIL MECHANICS AND SMOOTHED PARTICLE HYDRODYNAMICS
Language: English Online resources: Summary: 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.
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Central Library, PSG Institute of Technology and Applied Research | Not for loan | CIVIL | P144 |
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.
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