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construction and refurbishment of earthen irrigation channel banks

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etween the soil sample <strong>and</strong> the water should be carefully examined. Theoccurrence <strong>of</strong> a colloidal cloud at this interface is an identification <strong>of</strong> dispersivesoil. With a highly dispersive soil it will have dispersed into a dense cloud in thattime, whilst a less dispersive soil will have a local cloud encircling the original soilparticle. With a non-dispersive soil, the area around the soil particle will be clear.A variation on the above test is to use two glass jars, one containing distilled water<strong>and</strong> the other a sample <strong>of</strong> the proposed <strong>channel</strong> water. If the <strong>channel</strong> water becomesquite cloudy in the lower part <strong>of</strong> the jar, then it is probable that a bank built <strong>of</strong> thetest clay will pipe if special precautions are not taken. If there is little sign <strong>of</strong> adispersive cloud <strong>of</strong> clay fines in the <strong>channel</strong> water jar, but definite cloudiness in thejar <strong>of</strong> distilled water, piping is not likely, but scouring by rainwater is probableunless there is a protective cover.Care should be taken to ensure that the sample is representative. It is advisable toduplicate the test for each soil. Stirring or shaking the water must be avoided.Sometimes it will be noted that the whole soil mass breaks down rapidly whenplaced in water. This is not dispersion, it is slaking.Construction <strong>and</strong> Refurbishment <strong>of</strong> Earthen Channel Banks

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