1995
DOI: 10.1016/0926-9851(95)90035-7
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Application of GPR to detecting and mapping cracks in rock slopes

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Cited by 41 publications
(12 citation statements)
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“…In a gypsum quarry, Dérobert and Abraham (2000) performed GPR profiles on pillars to characterize the crack depth and inclination, while damaged zones were imaged as low P-wave velocities by seismic tomography. Similarly, Toshioka et al (1995) detected the distribution and continuity of cracks from GPR data acquired on the vertical wall of a welded tuff rock. Seol et al (2001) developed a strike-direction-finding scheme using GPR data obtained from three different acquisition modes for the same survey line in a granite quarry.…”
Section: Introductionmentioning
confidence: 99%
“…In a gypsum quarry, Dérobert and Abraham (2000) performed GPR profiles on pillars to characterize the crack depth and inclination, while damaged zones were imaged as low P-wave velocities by seismic tomography. Similarly, Toshioka et al (1995) detected the distribution and continuity of cracks from GPR data acquired on the vertical wall of a welded tuff rock. Seol et al (2001) developed a strike-direction-finding scheme using GPR data obtained from three different acquisition modes for the same survey line in a granite quarry.…”
Section: Introductionmentioning
confidence: 99%
“…The successful application of GPR to fracture detection and study of deformation in crystalline and sedimentary rocks is reported in numerous publications (Busby and Merritt, 1999;Grandjean and Gourry, 1996;Orlando 2003;Porsani et al, 2006). Grasmueck (1996), Lane et al (2000), and Toshioka et al (1995) described the usage of GPR for detecting and mapping millimetric cracks. A number of studies have demonstrated the enhanced capability of 3-D GPR imaging to delineate the subsurface structures (Christie et al, 2009;Grasmueck et al, 2004;Gross et al, 2003;Young et al, 1997).…”
Section: Introductionmentioning
confidence: 97%
“…Geophysical survey has been applied in a variety of studies including: soils mapping, as well as engineering and geotechnical investigations [1,4,5,9,12,14]. However it is not always immediate to compare the results of these studies because of the different field conditions.…”
Section: Introductionmentioning
confidence: 99%