2017
DOI: 10.3997/1873-0604.2017056
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The effect of compaction on complex electrical resistivity of shaly sands

Abstract: Pore space properties of sedimentary rocks are of fundamental importance with regard to reservoir evaluation and fluid flow modelling or special geotechnical applications such as stability considerations for reservoirs, dams, or embankments. Processes such as compaction due to pressure drawdown in weakly consolidated reservoirs, effects caused by stimulation of reservoirs with decreasing productivity, or the compaction of building ground can be effectively studied by verifying and monitoring changes in porosit… Show more

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Cited by 4 publications
(2 citation statements)
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“…For filling materials of the earth–rock dam with a large particle size distribution, an acoustic wave detection method is proposed, and the corresponding sound compaction value (SCV) adopted by the engineering construction [ 10 , 17 , 36 ]. For the electrical resistivity method, several studies related to the detection of compaction quality of soil or other filling materials have been carried out [ 116 , 179 , 180 ]. Besides the above methods and CCIs, a soil stiffness measurement method combined with contact stress distribution (CSD) and a normalized compaction indicator (NCI) as function of soil stiffness have been introduced to enrich the continuous detection method of earthwork.…”
Section: Digital Rolling Compaction Methodsmentioning
confidence: 99%
“…For filling materials of the earth–rock dam with a large particle size distribution, an acoustic wave detection method is proposed, and the corresponding sound compaction value (SCV) adopted by the engineering construction [ 10 , 17 , 36 ]. For the electrical resistivity method, several studies related to the detection of compaction quality of soil or other filling materials have been carried out [ 116 , 179 , 180 ]. Besides the above methods and CCIs, a soil stiffness measurement method combined with contact stress distribution (CSD) and a normalized compaction indicator (NCI) as function of soil stiffness have been introduced to enrich the continuous detection method of earthwork.…”
Section: Digital Rolling Compaction Methodsmentioning
confidence: 99%
“…However, none of these approaches is fully independent of physical sampling, as they require information that can only be obtained from samples, such as pore-fluid resistivity and cementation exponent (e.g. Niwas and Celik 2012;Börner et al 2017;Niu and Zhang 2018;Bloem et al 2020). Physical soil samplings at wells, boreholes or core samples are still needed, although these measurements are often available far away from the location of the test site or they do not exist at all (Glover 2016).…”
Section: Introductionmentioning
confidence: 99%