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Publications tagged with [restitution coefficients]
Total Items found:
Ferrari F.
,
Gianni G. P.
et al.
Rockfalls frequently occur in Alpine areas, creating serious risks to population and buildings; the protection measures against rockfalls cannot be adequately designed unless the comprehensive understanding of rockfall phenomenon. Some experimental rockfall ...
Filed under:
Rock Mechanics -
Rock Falls
Reference:
IJEGE.2013-06.B-13
Ferrari F.
,
Gianni G. P.
et al.
<p>In this paper results of experimental field tests carried out on a scree slope, located in Northern Italy, are presented. On Alpine talus cones the motion of blocks is typically characterized by impacts and rebounds, which in modelling are described using ...
Filed under:
Rock Mechanics -
Rock Falls
Reference:
Rend. Online Soc. Geol. It., Vol. 24 (2013), pp. 122-124, 1 fig.
Boyer F.
,
Labrosse G.
et al.
Impact between structures of bridge sections can play a major, unexpected role in seismic structural damage. Linear and non-linear models are developed to analyze structural impact and response of two single-degree-of-freedom structures, representing adjacent ...
Filed under:
Earthquake Engineering -
Seismic Soil - Structure Interaction
Reference:
NZSEE Annual Technical Conference & AGM, 13-15 April 2012, Christchurch
Saroglou H.
,
Marinos V. P.
et al.
The paper presents the kinematics of rock instability of a high limestone promontory, where the Monemvasia historical site is situated, in Peloponnese in Southern Greece. The instability phenomena poses a significant threat to the town located at the base of ...
Filed under:
Rock Mechanics -
Rock Falls
Reference:
Nat. Hazards Earth Syst. Sci., 12, 1823–1836, 2012
Abbruzzese J. M.
,
Sauthier C.
et al.
Rock fall hazard assessment and hazard mapping are essential for the risk management of vulnerable areas. This paper analyses some issues concerning fragmental rock fall hazard mapping methodologies.
Filed under:
Rock Mechanics -
Rock Falls
Reference:
Nat. Hazards Earth Syst. Sci., 9, 1095–1109, 2009
Salciarini D.
,
Tamagnini C.
et al.
An important issue in the evaluation of potential hazard related to rockfalls is the quantitative prediction of the traveling distance of the falling blocks, which is necessary to identify the potentially endangered area. This information is also fundamental ...
Filed under:
Rock Mechanics -
Rock Falls
Reference:
18th World IMACS / MODSIM Congress, Cairns, Australia 13-17 July 2009
Dorren L. K. A.
,
Berger F.
et al.
Only a few rockfall simulation models take into account the mitigating effect of existing forest cover. The objective of our study was to improve the generic rockfall simulation model RockyFor, which does take the effect of forest stands into account, thereby ...
Filed under:
Rock Mechanics -
Rock Falls
Reference:
Natural Hazards and Earth System Sciences, 6, 145–153, 2006
Guzzetti F.
,
Reichenbach P.
et al.
Rock slides and rock falls are the most frequent types of slope movements in Yosemite National Park, California. In historical time (1857–2002) 392 rock falls and rock slides have been documented in the valley, and some of them have been mapped in detail. ...
Filed under:
Rock Mechanics -
Rock Falls
Reference:
Natural Hazards and Earth System Sciences (2003) 3: 491–503
Larcher V.
,
Simoni S.
et al.
Rockfalls are common in mountain areas and represent a serious threat due to their high propagation velocity that, independently from the volume involved, can be extremely dangerous to buildings, roads and people. Therefore, it is necessary to preliminarily ...
Filed under:
Rock Mechanics -
Rock Falls
Reference:
WP6 guidelines rockfall, PARmount