A method for stability analysis of vegetated hillslopes: an energy approach

Stability analyses of vegetated hillslopes are usually carried out by the limit equilibrium (LE) method where shear displacement is not taken into account. Experiments show that soil with roots produces a shear stress - displacement curve with higher peak shear stress at larger shear displacements t...

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Veröffentlicht in:	Canadian geotechnical journal 1999-12, Vol.36 (6), p.1172-1184
Hauptverfasser:	Ekanayake, Jagath C, Phillips, Christopher J
Format:	Artikel
Sprache:	eng
Schlagworte:	Earth sciences Earth, ocean, space Engineering and environment geology. Geothermics Engineering geology Exact sciences and technology Slopes Soil stabilization Stability analysis
Online-Zugang:	Volltext
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