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Publications by [Baillifard F.]
Total Items found:
Michoud C.
,
Derron M.-H.
et al.
Unlike fragmental rockfall runout assessments, there are only few robust methods to quantify rock-massfailure susceptibilities at regional scale. A detailed slope angle analysis of recent Digital Elevation Models (DEM) canbe used to detect potential rockfall ...
Filed under:
Rock Mechanics -
Rock Falls
Reference:
Nat. Hazards Earth Syst. Sci., 12, 615–629, 2012
Jaboyedoff M.
,
Baillifard F.
et al.
<p>Based on the assumption that major class of rock instabilities are created by discontinuities, a method is proposed to estimate the fracture density by means of a digital elevation model (DEM). By using the mean orientation, the mean spacing and the mean ...
Filed under:
Rock Mechanics -
Rock Slope Stability
Reference:
Natural Hazards and Earth System Sciences (2004) 4: 83–93
Sartori M.
,
Baillifard F.
et al.
<p>About 22 mio m<sup>3</sup> of rock fell from a cliff near the village of Randa (10 km north of Zermatt, Switzerland) on 18 April 1991. A second retrogressive rockslide of about 7 miom<sup>3</sup> followed on 9 May 1991. At present, a rock mass situated ...
Filed under:
Rock Mechanics -
Rock Slope Stability
Reference:
Natural Hazards and Earth System Sciences (2003) 3: 423–433
Baillifard F.
,
Jaboyedoff M.
et al.
A posteriori studies of rock slope instabilities generally show that rockfalls do not occur at random locations: the failure zone can be classified as sensitive from geomorphological evidence. Zones susceptible to failure can therefore be detected. Effects ...
Filed under:
Rock Mechanics -
Rock Falls
Reference:
Natural Hazards and Earth System Sciences (2003) 3: 431–438