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construction and refurbishment of earthen irrigation channel banks

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Figure 10.10 shows longitudinal cracking. This may cause slumping <strong>of</strong> <strong>banks</strong> if thecrack is near the top <strong>of</strong> the inside bank <strong>and</strong> contribute to inside bank erosion.Figure 10.10Longitudinal cracks10.2.2.1 Case Study - CrackingGoulburn-Murray Water has suffered several bank failures caused by cracking,particularly on new <strong>banks</strong> during dry summers.10.2.3 PipingA 400 metre length <strong>of</strong> the CG <strong>channel</strong> 2/4/8 was remodelled during the winter <strong>of</strong>1995. In January 1997 both <strong>channel</strong> <strong>banks</strong> suffered numerous leaks caused bysevere cracking.A visual inspection was carried out <strong>and</strong> the following observations were made:• deep cracking up to 900 mm in depth• longitudinal <strong>and</strong> transverse cracking• sparse vegetation cover on <strong>banks</strong>An investigation <strong>of</strong> the top cover material was then carried out. It was found tohave a high clay content with minimal organic content. It was discovered to beold bank material rather than topsoil.After consolidation due to rainfall <strong>and</strong> vehicular traffic, no significant vegetationcould establish on the bank. Two very dry Spring/Summer seasons followed<strong>construction</strong> which promoted cracking through the top cover which then extendedinto the compacted <strong>banks</strong>.The problem was rectified by scarifying the top 200mm <strong>of</strong> the bank to loosen theclay clods <strong>and</strong> then applying a new top cover <strong>of</strong> crushed rock. No significantcracking has occurred since this treatment was applied.Piping as illustrated in Figure 10.11 is a common failure mode <strong>of</strong> <strong>channel</strong> <strong>banks</strong>.Piping is generally caused by dispersion <strong>of</strong> the bank material. Dispersion is thetendency <strong>of</strong> a clay soil fraction to go into colloidal suspension in (or when exposedto) water. Thus the clay or colloidal fraction <strong>of</strong> the soil fails to cohere closely to orbond with other soil particles.The tendency for dispersive erosion in a given soil depends upon such variables asthe mineralogy <strong>and</strong> chemistry <strong>of</strong> the clay <strong>and</strong> the dissolved salts in the soil porewater <strong>and</strong> in the eroding water.Construction <strong>and</strong> Refurbishment <strong>of</strong> Earthen Channel Banks August 2002 - Edition 1.0 10-21

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