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construction and refurbishment of earthen irrigation channel banks

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damage in a <strong>channel</strong> situation <strong>and</strong> a cover <strong>of</strong> stable earth or crushed rock atleast 0.3 metres thick is usually spread over the thin lining for protection. Alower compaction st<strong>and</strong>ard than for earth lining is acceptable as the layer is forprotection <strong>and</strong> stabilisation only. Spreading a uniform thickness <strong>of</strong> bentonitecan be difficult, adequate mixing <strong>and</strong> compacting the material on the batterslopes can also be hard to achieve <strong>and</strong> for moist fine-grained soils, the thoroughmixing <strong>of</strong> the bentonite can be virtually impractical because <strong>of</strong> the stickyconditions. Under these difficult mixing conditions a pure buried liner <strong>of</strong>bentonite may be a more suitable method <strong>of</strong> treatment.Bentonite <strong>channel</strong> linings in Australia <strong>and</strong> overseas have been found to frequentlyloose their effectiveness after only a few years <strong>of</strong> service, due to the decomposingeffect <strong>of</strong> wetting <strong>and</strong> drying, hard water <strong>and</strong> other contaminant <strong>and</strong> weatheringfactors. As well, bentonite may not be effective where the porosity <strong>of</strong> the subgradematerial is high, such as in the case <strong>of</strong> a prior stream location.Given their relatively high installation cost compared with other seepage controlmethods, the use <strong>of</strong> bentonite type linings should be looked at with some degree <strong>of</strong>caution.22.7.4 Compacted Soil Cement LiningSoil mixed with an optimum percentage <strong>of</strong> cement <strong>and</strong> water can be compacted intoa hard <strong>and</strong> stable concrete-like material. Stabilisation <strong>of</strong> soil with cement to improveits engineering <strong>and</strong> stability properties has been used for many years. Overseas it hasbeen used in the lining <strong>of</strong> <strong>channel</strong>s <strong>and</strong> water reservoirs, however no sites wereidentified in Australia where compacted soil-cement had been used for <strong>irrigation</strong><strong>channel</strong> linings. No information was therefore available on the effectiveness, cost<strong>and</strong> service live <strong>of</strong> this type <strong>of</strong> lining.A compacted soil-cement lining is commonly 100mm to 150mm thick <strong>and</strong> a typicalinstallation sequence would consist <strong>of</strong>:1. Portl<strong>and</strong> cement is uniformly spread over the area to be treated.2. The cement is mixed into the soil using a rotary tiller, while water is addedsimultaneously to the mixture.3. When the cement <strong>and</strong> soil are thoroughly mixed <strong>and</strong> the moisture content is atoptimum, the mixture is compacted by flat drum or rubber-tyred compactors.4. After the mixture has been compacted to the specified density, the lining is curedfor 7 days, using the same methods employed for thin concrete sections.Laboratory tests are required for each different soil type to determine:• how much Portl<strong>and</strong> cement is needed to adequately harden the soil?• how much water should be added to achieve optimum moisture content?• to what density should the soil-cement mixture be compacted?The amount <strong>of</strong> cement, which is related to the particular soil type, is likely to be inthe range from 5% to 15% by weight, high enough to produce a durable watertightlining, but not too high to cause serious cracking. In general, a well graded gravel orConstruction <strong>and</strong> Refurbishment <strong>of</strong> Earthen Channel Banks August 2002 - Edition 1.0 22-34

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