A new design equation for drained stability of conical slopes in cohesive-frictional soils

A new design equation for drained stability of conical slopes in cohesive-frictional soils

New plasticity solutions to the drained stability of conical slopes in homogeneous cohesive-frictional soils were investigated by axisymmetric finite element limit analysis. Three parameters were studied, i.e. excavated height ratios, slope inclination angles, and soil friction angles. The influence...

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Bibliographic Details
Main Authors:	Boonchai Ukritchon, Suraparb Keawsawasvong
Format:	Article
Language:	English
Published:	Elsevier 2018-04-01
Series:	Journal of Rock Mechanics and Geotechnical Engineering
Online Access:	http://www.sciencedirect.com/science/article/pii/S1674775517302731

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