Statistical Hypothesis Testing Applied to Slope Stability
Anisur Mia
Corresponding
University of Engineering and Technology, Lahore
Abstract
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.
Keywords:
slope stabilitystatistical hypothesis testingpile foundationcomposite materialsflood routing
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