Research Article
Jul 1967
Waco Dam Slide
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VIEW THE REPLYPublication: Journal of the Soil Mechanics and Foundations Division
Volume 93, Issue 4
Abstract
A slide that occurred during the construction of Waco Dam embodied two unusual aspects: marked progressive shear and widespread distribution of pore pressure in the clay shale foundation material. The clay shale had been prestressed in shear as a result of movement on a pair of faults, and subsequent erosion permitted expansion and reduction in resistance to shear. The presence of a thin, relatively pervious layer permitted the pore water pressures to be distributed far beyond the limits of the embankment. The shearing resistance of the clay shale was determined by means of laboratory tests performed under various conditions of loading and rates of strain. Direct shear tests on specimens having a pre-cut shearing surface indicated a strength approximating that determined from an analysis of the slide. A relationship between height of fill and pore pressure was developed, and the pore pressure distribution for the design height of embankment was estimated by extrapolation. Berms were designed to provide a post-construction safety factor of 1.2, and the embankment was successfully completed.
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Published In
Journal of the Soil Mechanics and Foundations Division
Volume 93 • Issue 4 • July 1967
Pages: 35 - 44
Copyright
© 1967 American Society of Civil Engineers.
History
Published in print: Jul 1967
Published online: Feb 12, 2021
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Ralph R. W. Beene, M.ASCE
Civ. Engr. Office of the Chf. of Engrs., Corps of Engrs., U.S. Dept. of the Army, Washington, D.C.
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Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.