1986
DOI: 10.1144/sjg22010013
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Protalus rampart development and the limits of former glaciers in the vicinity of Baosbheinn, Wester Ross

Abstract: Synopsis J. B. Sissons’ interpretation of a massive debris accumulation at the NW end of the Baosbheinn ridge in terms of two stages of protalus rampart development is shown to be inconsistent with the field evidence, and palaeoclimatic inferences and rockwall retreat rate calculations based on this interpretation are consequently invalid. Part of the debris accumulation is reinterpreted as two lateral moraine fragments that were deposited at the southern limit of westwards-moving ice fr… Show more

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Cited by 50 publications
(46 citation statements)
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“…Similar definitions have been proposed by several authors in the past, including the present writer (Ballantyne, 1986;Ballantyne and Kirkbride, 1986). As noted by 10hnson (1983), however, the validity of this mode of accumulation tends to have been assumed rather than demonstrated, as most accounts of protalus ramparts concern relict (usually late Pleistocene) examples.…”
Section: Winter-talus Ridges Nivation Ridges and Pro-talus Rampartssupporting
confidence: 70%
“…Similar definitions have been proposed by several authors in the past, including the present writer (Ballantyne, 1986;Ballantyne and Kirkbride, 1986). As noted by 10hnson (1983), however, the validity of this mode of accumulation tends to have been assumed rather than demonstrated, as most accounts of protalus ramparts concern relict (usually late Pleistocene) examples.…”
Section: Winter-talus Ridges Nivation Ridges and Pro-talus Rampartssupporting
confidence: 70%
“…Sissons, 1975Sissons, , 1979aSissons, , 1980Dawson, 1977;Chattopadhyay, 1984;Ballantyne, 1986a;Wilson, 1990aWilson, ,b, 1993Maclean, 1991;Sandeman and Ballantyne, 1996;Anderson et al, 1998;Harrison et al, 2008). These features have usually been attributed to the Loch Lomond (Younger Dryas) Stade of ca.…”
Section: Introductionmentioning
confidence: 99%
“…It records the distance of rebound of a spring-loaded mass (Day and Goudie, 1977). It is commonly used as a field measure of the hardness of natural rock surfaces (Deere and Miller, 1966;Barton and Choubey, 1978;Day, 1980;Selby, 1980;Summerfield and Goudie, 1980;Sheorey et al, 1984;Whitlow and Shakesby, 1988) and as an index of degree of rock surface weathering (Barton and Choubey, 1978;Day, 1980;Matthews and Shakesby, 1984;Ballantyne, 1986;Dawson et al, 1986;Matthews et al, 1986;Shakesby et al, 1987;Sjoberg, 1987aSjoberg, , 1987bSjoberg, , 1987cCampbell et al, 1987;McCarroll, 1987McCarroll, , 1989aMcCarroll, , 1989bBallantyne et al, 1989). Although it is logical to expect rock weathering to result in a loss of surface strength and therefore a decline in Schmidt hammer rebound (R-) values, a clear correlation of R-values and an independent measure of degree of weathering has not been demonstrated.…”
Section: Introductionmentioning
confidence: 99%