1965
DOI: 10.2475/ajs.263.1.87
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A chart for judging the reliability of point counting results

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Cited by 463 publications
(66 citation statements)
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“…For each section 1600 points were counted. The standard deviation was determined according to the rules and nomogram of Van der Plas and Tobi (1965). These observations are reproduced raphically in Figs.…”
Section: The Three Concepts Applied To a Spenjic Soilmentioning
confidence: 96%
“…For each section 1600 points were counted. The standard deviation was determined according to the rules and nomogram of Van der Plas and Tobi (1965). These observations are reproduced raphically in Figs.…”
Section: The Three Concepts Applied To a Spenjic Soilmentioning
confidence: 96%
“…When converting 2-D data to a 3-D projection, however, the error depends on the stereological model used and is thus harder to estimate (i.e., particle shapes have to be assumed, Cashman, 1988). Absolute sampling errors related to non-representativeness were calculated for FOAMS and ImageJ analyses ( Table 2) using populationsample size relations (Van der Plas and Tobi, 1965). Error on equivalent diameter of clasts and vesicles is 5%, associated with "misrepresentation of 1 pixel in area" within a particle (Sahagian and Proussevitch, 1998;Shea et al, 2010).…”
Section: Uncertainties and Errors In Textural And Bulk Analysesmentioning
confidence: 99%
“…Point counting was performed on thin sections of igneous rocks using a Prior J0415G point counter using the method described in Middleton et al (1985) and counting 1000 points per thin section. The 95 % confidence interval (2σ) calculated for any mineral phase is at maximum 1.6 % using the formula of van der Plas and Tobi (1965). Equal-area projections and contouring were produced using the open-source software Stereonet 9.2.0 applying the algorithms described in Allmendinger et al (2012) and Cardozo and Allmendinger (2013).…”
Section: Sampling Structural Analyses Microfabrics and Xrd Analysesmentioning
confidence: 99%