DISCUSSIONS AND CLOSURES
Oct 1997

Discussion and Closure: Slope Instability from Ground-Water Seepage

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Publication: Journal of Hydraulic Engineering
Volume 123, Issue 10
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References

1.
Anderson, S. A., and Sitar, N. (1995). “Analysis of rainfall-induced debris flows.” J. Geotech. Engrg., ASCE, 121(7), 544–552.
2.
Iverson, R. M. (1990). “Groundwater flow fields in infinite slopes.” Géotechnique, London, England, 40(1), 139–143.
3.
Iverson, R. M., and Reid, M. E. (1992). “Gravity-driven groundwater flow and slope failure potential: 1. Elastic effective-stress model.” Water Resour. Res., 28(3), 925–938.
4.
Iverson, R. M., Reid, M. E., and LaHusen, R. G. (1997). “Debris-flow mobilization from landslides.” Ann. Rev. of Earth and Planetary Sci., 25, 85–136.
5.
Lambe, T. W., and Whitman, R. V. (1979). Soil mechanics. John Wiley & Sons, Inc., New York, 553.
6.
Reid, M. E., and Iverson, R. M. (1992). “Gravity-driven groundwater flow and slope failure potential: 2. Effects of slope morphology, material properties, and hydraulic heterogeneity.” Water Resour. Res., 28(3), 939–950.

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Go to Journal of Hydraulic Engineering
Journal of Hydraulic Engineering
Volume 123Issue 10October 1997
Pages: 929 - 931

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Published in print: Oct 1997
Published online: Sep 19, 2014

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Authors

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Richard M. Iverson
U.S. Geological Survey, 5400 MacArthur Blvd., Vancouver, WA 98661.
Muniram Budhu
Assoc. Prof., Dept. of Civ. Engrg. and Engrg. Mech., Univ. of Arizona, Tucson, AZ 85721.
Roger Gobin
Grad. Student, Dept. of Civ. Engrg. and Engrg. Mech., Univ. of Arizona, Tucson, AZ.

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