DISCUSSIONS AND CLOSURES
Apr 1, 1995

Rational Polynomial Technique in Slope-Reliability Analysis

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Publication: Journal of Geotechnical Engineering
Volume 121, Issue 4
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References

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Bao, C., Huang, W., and Chang, Q. (1993). “Reliability analysis of bearing capacity for a gravity foundation in random field theory.”Proc., Conf. on Probabilistic Methods in Geotech. Engrg., Li and Lo, eds., Balkema, Rotterdam, The Netherlands, 291–294.
2.
Bergado, D. T., and Chang, J. C. (1989). “Application of an inter-active computer-aided probabilistic slope stability assessment for embankment on soft Bangkok clay.”Computer and physical modelling in geotechnical engineering, Balasubramaniam et al., eds., Balkema, Rotterdam, The Netherlands, 25–52.
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Cherubini, C. (1993). “The variability of geotechnical parameters.”Workshop Probamat Laboratoire de Mécanique et de Technologie, ENS Cachan, Paris, France.
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Cherubini, C., Giasi, C. I., and Rethati, L. (1993). “The coefficient of variation of some geotechnical parameters.”Proc., Conf. on Probabilistic Methods in Geotech. Engrs., Li and Lo, eds., Balkema, Rotterdam, The Netherlands, 179–183.
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Harr, M. E. (1987). “Reliability-based design in civil engineering.” McGraw-Hill Book Co., New York, N.Y.
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Kulhawy, H., Roth, N. J. S., and Grigoriu, N. B. (1991). “Some statistical evaluation of geotechnical properties.”Proc., VI ICASP, Mexico City, Mexico, 705–712.
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Rethati, L. (1988). “Probabilistic solution in geotechnics.” Elsevier, Amsterdam, The Netherlands.
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Yu, Y. F., and Mostyn, G. (1994). “Random field modelling for the effect of cross-correlation.”XIII ICSMFE, New Delhi, India, 1389–1392.

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Go to Journal of Geotechnical Engineering
Journal of Geotechnical Engineering
Volume 121Issue 4April 1995
Pages: 380 - 385

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Published online: Apr 1, 1995
Published in print: Apr 1995

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Claudio Cherubini
Assoc. Prof. of Geotechnics, Tech. Univ. of Bari, Via Re David, 200, 70125 Bari, Italy.

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