Anisur Mia
Open Access Journal of Engineering Applications · doi:10.55555/oajea.1997.2102.013
The behaviour of slope stability under transient conditions has received comparatively little attention in the literature. A parametric investigation is conducted with statistical hypothesis testing to identify the dominant design variables. Removal efficiencies of 20% were achieved under the recommended operating conditions. Adoption of the proposed method could yield appreciable savings in both construction and maintenance.
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