Rockfall


A rockfall or rock-fall[1] is a quantity of rock that has fallen freely from a cliff face. The term is also used for collapse of rock from roof or walls of mine or quarry workings. "A rockfall is a fragment of rock (a block) detached by sliding, toppling, or falling, that falls along a vertical or sub-vertical cliff, proceeds down slope by bouncing and flying along ballistic trajectories or by rolling on talus or debris slopes."[2]

Alternatively, a "rockfall is the natural downward motion of a detached block or series of blocks with a small volume involving free falling, bouncing, rolling, and sliding". The mode of failure differs from that of a rockslide.[1]

Causal mechanismsEdit

Favourable geology and climate are the principal causal mechanisms of rockfall, factors that include intact condition of the rock mass, discontinuities within the rockmass, weathering susceptibility, ground and surface water, freeze-thaw, root-wedging, and external stresses. A tree may be blown by the wind, and this causes a pressure at the root level and this loosens rocks and can trigger a fall. The pieces of rock collect at the bottom creating a talus or scree. Rocks falling from the cliff may dislodge other rocks and serve to create another mass wasting process, for example an avalanche.

A cliff that has favorable geology to a rockfall may be said to be incompetent. One that is not favorable to a rockfall, which is better consolidated, may be said to be competent.[3]

In high mountains rockfalls may be caused by thawing of rock masses with permafrost.[4] Yet in lower mountains with warmer climates rockfalls may be caused by weathering being enhanced by non-freezing condition.[4]

PropagationEdit

Assessing the propagation of rockfall is a key issue for defining the best mitigation strategy as it allows the delineation of run out zones and the quantification of the rock blocks kinematics parameters along their way down to the elements at risk.[5] In this purpose, many approaches may be considered. For example, the energy line method allows expediently estimating the rockfall run out.[6] Numerical models simulating the rock block propagation offer a more detailed characterisation of the rockfall propagation kinematics.[7] These simulation tools in particular focus on the modeling of the rebound of the rock block onto the soil [8] The numerical models in particular provide the rock block passing height and kinetic energy that are necessary for designing passive mitigation structures.

MitigationEdit

 
Steel nets installed for rockfall protection on Sion Panvel Highway in India.

Typically, rockfall events are mitigated in one of two ways: either by passive mitigation or active mitigation.[9] Passive mitigation is where only the effects of the rockfall event are mitigated and are generally employed in the deposition or run-out zones, such as through the use of drape nets, rockfall catchment fences, galeries, ditches, embankments, etc. The rockfall still takes place but an attempt is made to control the outcome. In contrast, active mitigation is carried out in the initiation zone and prevents the rockfall event from ever occurring. Some examples of these measures are rock bolting, slope retention systems, shotcrete, etc. Other active measures might be by changing the geographic or climatic characteristics in the initiation zone, e.g. altering slope geometry, dewatering the slope, revegetation, etc.

Design guides of passive measures with respect to the block trajectory control have been proposed by Ritchie (1963),[10] Pierson et al. (2001),[11] Pantelidis (2010),[12] Lambert et al. (2013),[13] Bar et al. (2016),[14] and Toe et al. (2018)[15]

Effects on treesEdit

The effect of rockfalls on trees can be seen in several ways. The tree roots may rotate, via the rotational energy of the rockfall. The tree may move via the application of translational energy. And lastly deformation may occur, either elastic or plastic. Dendrochronology can reveal a past impact, with missing tree rings, as the tree rings grow around and close over a gap; the callus tissue can be seen microscopically. A macroscopic section can be used for dating of avalanche and rockfall events.[16]

See alsoEdit

ReferencesEdit

  1. ^ a b Whittow, John (1984). Dictionary of Physical Geography. London: Penguin, 1984. ISBN 0-14-051094-X.
  2. ^ Varnes, D.J., 1978, Chapter 2, Slope Movement Types and Processes
  3. ^ google.at, U.S. Geological Survey Professional Paper, Issue 1606 Debris Flows from Failures of Neoglacial-Age Moraine Dams in the Three Sisters and Mount Jefferson Wilderness Areas, Oregon Eisbacher & Clague, 1984, p.48
  4. ^ a b Temme, Arnaud J. A. M. (2015). "Using Climber's Guidebooks to Assess Rock Fall Patterns Over Large Spatial and Decadal Temporal Scales: An Example from the Swiss Alps". Geografiska Annaler: Series A, Physical Geography. 97 (4): 793–807. doi:10.1111/geoa.12116. ISSN 1468-0459.
  5. ^ Dorren, Luuk K. A. (2016-08-18). "A review of rockfall mechanics and modelling approaches:". Progress in Physical Geography. doi:10.1191/0309133303pp359ra.
  6. ^ Jaboyedoff, M.; Labiouse, V. (2011-03-15). "Technical Note: Preliminary estimation of rockfall runout zones". Natural Hazards and Earth System Sciences. 11 (3): 819–828. doi:10.5194/nhess-11-819-2011. ISSN 1684-9981.
  7. ^ Agliardi, F.; Crosta, G.B. (June 2003). "High resolution three-dimensional numerical modelling of rockfalls". International Journal of Rock Mechanics and Mining Sciences. 40 (4): 455–471. doi:10.1016/S1365-1609(03)00021-2.
  8. ^ Bourrier, Franck; Hungr, Oldrich (2013), "Rockfall Dynamics: A Critical Review of Collision and Rebound Models", Rockfall Engineering, John Wiley & Sons, Ltd, pp. 175–209, doi:10.1002/9781118601532.ch6, ISBN 978-1-118-60153-2, retrieved 2021-01-18
  9. ^ Volkwein, A.; Schellenberg, K.; Labiouse, V.; Agliardi, F.; Berger, F.; Bourrier, F.; Dorren, L. K. A.; Gerber, W.; Jaboyedoff, M. (2011-09-27). "Rockfall characterisation and structural protection – a review". Natural Hazards and Earth System Sciences. 11 (9): 2617–2651. doi:10.5194/nhess-11-2617-2011. ISSN 1561-8633.
  10. ^ Ritchie, A.M. (1963). Evaluation of rockfall and its control. Highway Research Record, No. 17, pp. 13-28.
  11. ^ Pierson, L.A., Gullixson C.F., Chassie R.G. (2001) Rockfall Area Design Guide. Final Report SPR-3(032), Oregon Department of Transportation and Federal Highway Administration, FHWA-OR-RD-02-04.
  12. ^ Pantelidis, L. (2010). Rock catchment area design charts. In Proceedings of GeoFlorida 2010 (ASCE) Conference on Advances in Analysis, Modelling and Design (pp. 224-233). doi:10.1061/41095(365)19
  13. ^ Lambert, S.; Bourrier, F.; Toe, D. (2013-06-01). "Improving three-dimensional rockfall trajectory simulation codes for assessing the efficiency of protective embankments". International Journal of Rock Mechanics and Mining Sciences. 60: 26–36. doi:10.1016/j.ijrmms.2012.12.029. ISSN 1365-1609.
  14. ^ Bar, N., Nicoll, S., Pothitos, F. (2016) Rock fall trajectory field testing, model simulations and considerations for steep slope design in hard rock, In PM Dight (ed), Proc. of First Asia Pacific Slope Stability in Mining Conference, Brisbane 6–8 September 2016, Australian Centre of Geomechanics, Perth, ISBN 978-0-9924810-5-6, pp.457-466.
  15. ^ Toe, David; Mentani, Alessio; Govoni, Laura; Bourrier, Franck; Gottardi, Guido; Lambert, Stéphane (2018-04-01). "Introducing Meta-models for a More Efficient Hazard Mitigation Strategy with Rockfall Protection Barriers". Rock Mechanics and Rock Engineering. 51 (4): 1097–1109. doi:10.1007/s00603-017-1394-9. ISSN 1434-453X.
  16. ^ Favillier, Adrien; Mainieri, Robin; Saez, Jérôme Lopez; Berger, Frédéric; Stoffel, Markus; Corona, Christophe (2017-07-30). "Dendrogeomorphic assessment of rockfall recurrence intervals at Saint Paul de Varces, Western French Alps". Géomorphologie : relief, processus, environnement. 23 (vol. 23 - n° 2). doi:10.4000/geomorphologie.11681. ISSN 1266-5304.

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