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Publications by [Jiang J-C.]

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A limit equilibrium method for progressive failure analysis of slopes is proposed based on a technique of non-vertical slices . The local factors of safety are calculated by defining variable factor of safety instead of conventional single value factor of ...
Reference: Landslides - Journal of the Japan Landslide Society Vol.39, No.2 (2002), September, pp.203-211
<p>Formulation of non vertical slices for slope stability calculation and progressive failure.</p>
Reference: Journal of the Japan Landslide Society, Vol. 39, No2