TECHNICAL PAPERS
Sep 15, 2003

Rockfill Modulus and Settlement of Concrete Face Rockfill Dams

Publication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 129, Issue 10

Abstract

A method is presented for estimating the modulus of compacted rockfill in dams based on the particle size, unconfined compressive strength of the rock, compaction layer thickness, compactive effort, and the applied vertical stress. Also presented are methods for predicting the crest settlement and face slab deformation of concrete face rockfill dams during first filling and in the long term. It is demonstrated that the modulus is stress dependent and guidance is provided on how to assess this, as well as effects of construction in narrow valleys where arching may affect the stresses in the dam. These methods are based on analysis of the 35 dams with good quality information on construction materials and placement methods, and good quality internal and surface settlement monitoring records.

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References

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Published In

Go to Journal of Geotechnical and Geoenvironmental Engineering
Journal of Geotechnical and Geoenvironmental Engineering
Volume 129Issue 10October 2003
Pages: 909 - 917

History

Received: Apr 16, 2002
Accepted: Oct 20, 2002
Published online: Sep 15, 2003
Published in print: Oct 2003

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Authors

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Gavan Hunter
Gavan Hunter, Research Engineer, School of Civil and Environmental Engineering, The Univ. of New South Wales, Sydney NSW 2052, Australia.
Robin Fell
Robin Fell, Professor, School of Civil and Environmental Engineering, The Univ. of New South Wales, Sydney NSW 2052, Australia.

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