1995
DOI: 10.1144/gsl.eng.1995.010.01.29
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Estimation of rippability and excavation conditions from seismic velocity measurements

Abstract: Rock excavation conditions at engineering construction sites such as roads and pipeline routes can be assessed from a measurement of the seismic P-wave velocity. From a knowledge of the seismic velocity it is possible to establish where blasting may be required along the route rather than conventional excavation procedures. The popular term 'ripping' is applied to excavation without blasting and manufacturers of excavation equipment have produced charts relating the rippability of a rock mass to its measured i… Show more

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Cited by 11 publications
(5 citation statements)
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“…The connection between V p and erodibility is supported by studies that quantify the relationship between rock strength and P-wave velocity (e.g. McCann and Fenning, 1995;Clarke and Burbank, 2010). However, there are limitations.…”
Section: Relative Rock Strength: Methods and Resultsmentioning
confidence: 91%
“…The connection between V p and erodibility is supported by studies that quantify the relationship between rock strength and P-wave velocity (e.g. McCann and Fenning, 1995;Clarke and Burbank, 2010). However, there are limitations.…”
Section: Relative Rock Strength: Methods and Resultsmentioning
confidence: 91%
“…Based on this, from the velocity model and previous knowledge of the stratigraphy of the study area, it is possible to determine the thickness of the soil and the weathering layer, and the depth of the unweathered rock. SRT is also a suitable tool to determine the rippability of materials since there is a high contrast between the P-wave velocity (V p ) in Quaternary deposits, weathered and unweathered materials (Hunt, 1986;McCann and Fenning, 1995;Caterpillar Inc., 2000). Based on the seismic velocity chart for a D-10 bulldozer by Caterpillar (Caterpillar Inc., 2000), shown in Fig.…”
Section: Seismic Refraction Tomographymentioning
confidence: 99%
“…ERT is an investigation method that provides an electrical resistivity model of the subsurface based on the assessment of the voltage generated in the subsoil by passing an electrical current along many different paths (Barker, 1997). Variations in resistivity values are associated with changes in soil properties, such as its mineral composition, weathering and/or fracturing degree, fluid content, porosity, water saturation degree and lithology (Robinson and Coruh, 1988;Loke, 2004;Nawawi et al, 2010;Olona et al, 2010;Obi, 2012). A higher weathering and/or fracturing degree usually implies an increase in the clay content, so the material would have less electrical resistivity.…”
Section: Electrical Resistivity Tomographymentioning
confidence: 99%
“…With the standard approach, a physical relationship using the single attribute of seismic velocity is employed to predict the petrophysical property of rock strength or fracturing over a 2D line or 3D volume (McCann et al, 1990;McCann and Fenning, 1995). Frequently, the physical relationship is semiquantitative, with lower seismic velocities indicating lower rock strength or increased fracturing.…”
Section: Seismic-refraction Attributesmentioning
confidence: 99%