2008
DOI: 10.3997/1873-0604.2008014
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Geophysical characterization of derelict coalmine workings and mineshaft detection: a case study from Shrewsbury, United Kingdom

Abstract: A study site of derelict coalmine workings near Shrewsbury, United Kingdom was the focus for multi-phase, near-surface geophysical investigations. Investigation objectives were: 1) site characterization for remaining relict infrastructure foundations, 2) locate an abandoned coalmine shaft, 3) determine if the shaft was open, filled or partially filled and 4) determine if the shaft was capped (and if possible characterize the capping material).Phase one included a desktop study and 3D microgravity modelling of … Show more

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Cited by 14 publications
(11 citation statements)
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“…Such features are common in areas of karst or evaporite dissolution and shallow mining (Pringle et al, 2008;Styles et al, 2005) and the problem is of significant concern to many areas of industrialised Europe, often as a consequence of goafing or mine roof failure.…”
Section: Test Site Surveysmentioning
confidence: 99%
“…Such features are common in areas of karst or evaporite dissolution and shallow mining (Pringle et al, 2008;Styles et al, 2005) and the problem is of significant concern to many areas of industrialised Europe, often as a consequence of goafing or mine roof failure.…”
Section: Test Site Surveysmentioning
confidence: 99%
“…; Pringle et al . ). The detection of small distributed voids and low‐density ground has also been recently proven to be possible using near‐surface geophysics (Tuckwell et al .…”
Section: Introductionmentioning
confidence: 97%
“…; Pringle et al . ). GPR targets can be detected either directly by observing anomalies below survey lines or indirectly due to object ‘sideswipe’ effects on nearby data sets (see Pringle et al .…”
Section: Introductionmentioning
confidence: 97%
See 1 more Smart Citation
“…Noninvasive near-surface geophysical methods have successfully detected and characterized near-surface voids, relict mineshafts, and low-density ground for geotechnical investigators to then target and remediate (e.g., McCann et al, 1987;Bishop et al, 1997;Wilkinson et al, 2005;Pringle et al, 2008;Tuckwell et al, 2008;Banham and Pringle, 2011;Orfanos and Apostolopoulos, 2011).…”
Section: Introductionmentioning
confidence: 99%