TECHNICAL PAPERS
Jan 1, 1986

Statistical Model of Boulder Size and Fraction

Publication: Journal of Geotechnical Engineering
Volume 112, Issue 1

Abstract

The presence of boulders in a soil stratum could pose problems during construction and affect satisfactory performance of a geotechnical system. Statistical description of boulders can be useful in assessing the reliability of satisfactory geotechnical performance and in decision making. Statistics of boulder size and volume fraction may be inferred from boring logs. However, the dimension of each boulder recorded in a boring log does not necessarily represent its diameter (assume spherical boulder); moreover, larger boulders are more likely to be encountered. Bayesian method is applied to treat this censored sampling problem, with the objective of determining the distribution of the in situ boulder population from the observed chord length of boulders intercepted by borings. The spatial variation characteristic of the fraction of boulder volume across a given site can also be inferred from the boring logs at scattered locations. A method for updating these statistics established for a macro region with additional local data in a specific construction site is developed. The technique is applied to a site in Singapore where a large number of borings through a boulderous stratum has been reported.

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References

1.
Ang, A. H.‐S., and Tang, W. H., Probability Concepts in Engineering Planning and Design, Vol. I—Basic Principles, John Wiley & Sons, New York, NY, 1975.
2.
Harter, H. L., New Tables of the Incomplete Gamma Function Ratio and of Percentages Points of the Chi‐Square and Beta Distributions, Aerospace Research Laboratories, US Air Force, US Gov't Printing Office, Washington, DC, 1963.
3.
Kendall, M. G., and Moran, P. A. P., Geometrical Probability, Griffen, London, England, 1963.
4.
Lord, G. W., and Willis, T. F., “Calculation of Air Bubble Size Distribution from Results of a Rosiwal Traverse of Aerated Concrete,” ASTM Bulletin, Oct., 1951, pp. 56–61 (TP 220‐225).
5.
Tang, W. H., “Probabilistic Evaluation of Penetration Resistances,” Journal of the Geotechnical Engineering Division, ASCE, Vol. 105, No. GT10, 1979, pp. 1173–1191.
6.
Vanmarcke, E. H., “Probabilistic Modeling of Soil Profiles,” Journal of the Geotechnical Engineering Division, ASCE, Vol. 103, No. GT11, Nov., 1977, pp. 1237–1246.

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Go to Journal of Geotechnical Engineering
Journal of Geotechnical Engineering
Volume 112Issue 1January 1986
Pages: 79 - 90

History

Published online: Jan 1, 1986
Published in print: Jan 1986

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Authors

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Wilson Tang, M. ASCE
Prof. of Civ. Engrg., Univ. of Illinois at Urbana‐Champaign, Urbana, IL
Ser Tong Quek
Grad. Student, Dept. of Civ. Engrg., Univ. of Illinois at Urbana‐Champaign, Urbana, IL

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