Comment on “Possible Effects of Erosional Changes of the Topographic Relief on Pore Pressures at Depth” by J. Tóth and R. F. Millar

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Water Resources ResearchVolume 21, Issue 6 p. 895-898 CommentariesFree Access Comment on “Possible Effects of Erosional Changes of the Topographic Relief on Pore Pressures at Depth” by J. Tóth and R. F. Millar C. E. Neuzil, C. E. NeuzilSearch for more papers by this author C. E. Neuzil, C. E. NeuzilSearch for more papers by this author First published: June 1985 https://doi.org/10.1029/WR021i006p00895Citations: 8AboutPDF ToolsRequest permissionExport citationAdd to favoritesTrack citation ShareShare Give accessShare full text accessShare full-text accessPlease review our Terms and Conditions of Use and check box below to share full-text version of article.I have read and accept the Wiley Online Library Terms and Conditions of UseShareable LinkUse the link below to share a full-text version of this article with your friends and colleagues. Learn more.Copy URL References Blair, B. E., Physical properties of mine rock, 3, Rep. Invest. U.S. Bur. Mines Invest., 5130, 1955. Blair, B. E., Physical properties of mine rock, 4, Rep. Invest. U.S. Bur. Mines Invest., 5244, 1956. Brace, W. F., Some new measurements of linear compressibility of rocks, J. Geophys. Res., 702, 391– 398, 1965. Bredehoeft, J. D., Response of well-aquifer systems to earth tide, J. Geophys. Res., 7212, 3075– 3087, 1967. Dejong, J., Foundation displacements of multistory structures, Ph.D. thesis,, 251 pp.,Dept. of Civ. Eng., Univ. of Alberta,Edmonton,1971. Fatt, I., Compressibility of sandstones at low to moderate pressures, Bull. Am. Assoc. Pet. Geol., 428, 1924– 1957, 1958. Gibson, R. E., The progress of consolidation in a clay layer increasing in thickness with time, Geotechnique, 84, 171– 182, 1958. Hendron Jr., A. J., G. Mesri, J. C. Gamble, G. Way, Compressibility characteristics of shales measured by laboratory and in situ tests, Determination of the In Situ Modulus of Deformation of Rock, ASTM Spec. Tech. Pub., 477, 137– 153, American Society for Testing and Materials, Philadelphia, Penn., 1970. Jacob, C. E., On the flow of water in an elastic artesian aquifer, Trans. AGU, 21, 574– 586, 1940. Lutton, R. J., D. C. Banks, Study of clay shale slopes along the Panama Canal, Report 1, East Culebra and West Culebra Slides and the Model SlopesTech. Rep. S70-9, 285U.S. Army Eng. Water. Exp. Sta., Vicksburg, Miss., 1970. Matheson, D. S., S. Thompson, Geological implications of valley rebound, Can. J. Earth Sci., 106, 961– 978, 1973. Meinzer, O. E., Compressibility and elasticity of artesian aquifers, Econ. Geol., 233, 263– 291, 1928. Neuzil, C. E., D. W. Pollock, Erosional unloading and fluid pressures in hydraulically “tight” rocks, J. Geol., 912, 179– 193, 1983. Peterson, R., Rebound in the Bearpaw shale, western Canada, Geol. Soc. Am. Bull., 699, 1113– 1124, 1958. Peterson, R., Discussion of “The elastic properties of a dense glacial till deposit” by E. Klohn, Can. Geotech. J., 22, 140, 1965. Pettijohn, F. J., Sedimentary Rocks, 718, Harper and Row, New York, 1957. Serota, S., R. A. J. Jennings, The elastic heave of the bottom of excavations, Geotechnique, 92, 62– 70, 1959. Toth, J., R. F. Millar, Possible effects of erosional changes of the topographic relief on pore pressures at depth, Water Resour. Res., 196, 1585– 1597, 1983. van derKamp, G., J. E. Gale, Theory of earth tide and barometric effects in porous formation with compressible grains, Water Resour. Res., 192, 538– 544, 1983. Vaughn, R. V., H. J. Walbancke, Pore pressure changes and delayed failure of cutting slopes in overconsolidated clay, Geotechnique, 234, 531– 539, 1973. Citing Literature Volume21, Issue6June 1985Pages 895-898 ReferencesRelatedInformation