DISCUSSIONS AND CLOSURES
Jul 1, 2000
Probabilistic Evaluation of Earthquake-Induced Slope Failure
Authors: Claudio Cherubini, Francesco Santoro, Marco Stigliano, John T. Christian, and Alfredo UrzuaAuthor Affiliations
Publication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 126, Issue 7
1090-0241(2000)126:7(672)/asset/be004adc-c39b-417f-a216-6b1a80b3d66b/assets/(asce)1090-0241(2000)126:7(672).fp.png)
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References
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Becker, D. E. (1996). “18th Canadian Geotechnical Colluquim: Limit states design for foundation. Part II: Development for the National Building Code of Canada.” Can. Geotech. J., Ottawa, 33(6), 984–1007.
2.
Cherubini, C. (1997). “Data and considerations on the variability of geotechnical properties of soils.” Adv. in Safety and Reliability, 2, 1583–1591.
3.
Harr, M. E. (1987). Reliability-based design in civil engineering, McGraw-Hill, New York.
4.
Morgenstern, N. R. ( 1997). “Toward landslide risk assessment in practice.” Landslide risk assessment, D. M. Cruden and R. Fell, eds., Balkema, Rotterdam, The Netherlands, 15–23.
Information & Authors
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Published In
Journal of Geotechnical and Geoenvironmental Engineering
Volume 126 • Issue 7 • July 2000
Pages: 672 - 673
History
Published online: Jul 1, 2000
Published in print: Jul 2000
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Authors
Affiliations
Claudio Cherubini
Francesco Santoro
Marco Stigliano
John T. Christian
Alfredo Urzua
Assoc. Prof. of Soil Mech., Tech. Univ. of Bari, Via Orabona, 4-70125 Bari, Italy.
PhD Student in Geotech. Engrg., Tech. Univ. of Bari, Via Orabona, 4-70125 Bari, Italy.
Engr., Via M. Buonarroti, 4-75020 Nova-Siri (MT), Italy.
Consulting Engr., 23 Fredana Rd., Waban, MA 02468.
Prin., Magellan Inst., Medford, MA 02155.
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