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C.F. Wan, R. Fell, M.A. Foster

This paper presents the findings of experimental investigation of the rate of piping erosion of soils conducted at the University of New South Wales.

Two tests, namely the Slot Erosion Test and the Hole Erosion Test, have been developed to study the erosion characteristics of a soil. The erosion characteristics are described by the Erosion Rate Index, which indicates the rate of erosion due to fluid traction, and the Critical Shear Stress, which represents the minimum shear stress when erosion starts. Results of the two laboratory erosion tests are strongly correlated. Values of the Erosion Rate Index span from 0 to 6, indicating that two soils can differ in their rates of erosion by up to 106 times. Coarse-grained soils, in general, are less erosion-resistant than fine-grained soils. The Erosion Rate Indices of coarse-grained cohesionless soils show good correlation with the fines and clay contents, and the degree of saturation of the soils, whereas the Erosion Rate Indices of fine-grained cohesive soils show moderately good correlation with the degree of saturation. The absence of smectites and vermiculites, and apparently the presence of cementing materials, such as iron oxides, improves the erosion resistance of a fine-grained soil.

The Hole Erosion Test is proposed as a simple index test for quantifying the rate of piping erosion in a soil, and for finding the approximate Critical Shear Stress corresponding to initiation of piping erosion. Knowledge of these erosion characteristics of the core soil of an embankment dam aids assessment of the likelihood of dam failure due to piping erosion in a risk assessment process.

Now showing all 10 search results

  • $15.00
    2002  Papers

    2002 – Experimental Investigation of the Rate of Piping Erosion of Soils in Embankment Dams

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    2003  Papers

    2003 – REMEDIAL WORKS DESIGN AT CHURCHMAN BROOK DAM IN WESTERN AUSTRALIA

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    2003  Papers

    2003 – Remedial Works Design At Churchman Brook in Western Australia

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    2006  Papers

    2006 – Investigations and Design of Remedial Works at Millbrook Dam in South Australia

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    2017  Papers

    2017 – Application of Risk Assessment to an Emergency Levee Design in an Urban Environment

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    2017  Papers

    2017 – Sheet Piles: Driving a Solution to Piping Risk

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    2013  Papers

    2013 – Ashton Dam – meeting the challenge of reconstructing history

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    2012  Papers

    2012 – Backward Erosion Piping: What are the chances of that?

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    2009  Papers

    2009 – Innovative Solution to foundation piping risk at Hinze Dam

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    2011  Papers

    2011 – Toorourrong Reservoir – Small Dam, Big Problems

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