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A Self-Learning Manual - Institution of Engineers Mauritius

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A <strong>Self</strong>-<strong>Learning</strong> <strong>Manual</strong><br />

Mastering Different Fields <strong>of</strong> Civil Engineering Works (VC-Q&A Method) Vincent T. H. CHU<br />

single packer test, the hole is drilled to the bottom <strong>of</strong> first test section and<br />

the top <strong>of</strong> the test section is sealed <strong>of</strong>f by a packer. Water is then delivered<br />

to the test section and it is kept at constant pressure and the flow is<br />

measured.<br />

In highly fractured rock there is a high chance that water tends to leak<br />

around the packer which gives inaccurate result. As such, multiple packers<br />

are adopted instead in which three sections <strong>of</strong> the drillhole are sealed up<br />

and water is pumped to them at equal pressure. This eliminates the<br />

tendency for water to flow around the packers from the middle section.<br />

Hence, a more accurate result could be obtained by measuring flow from<br />

the middle section alone.<br />

Fig. Illustration <strong>of</strong> multiple pack<br />

7. What is the purpose <strong>of</strong> adding hydrogen peroxide in sedimentation<br />

analysis? (SA1)<br />

There are two major techniques <strong>of</strong> particle size distribution:<br />

(i) Sieve analysis – for soil particles larger than 60μm they can be<br />

separated by this method.<br />

(ii) Sedimentation analysis – for soil particles smaller than 60μm, they<br />

are too small to be sieved by sieve analysis. Instead, the particle<br />

size distribution is worked out from the rate <strong>of</strong> settlement <strong>of</strong> soil<br />

particles suspended in water by Stoke’s law.<br />

In sedimentation analysis, the soil under testing is firstly boiled with little<br />

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