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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 />

11. What is the importance <strong>of</strong> trench width for the installation <strong>of</strong><br />

flexible pipes? (DT1)<br />

Granular bedding is commonly used as bedding for flexible pipes. Granular<br />

material is self-compacting and it helps to reduce the pressure acting on<br />

the wall <strong>of</strong> pipe trench. Granular materials have higher modulus <strong>of</strong> soil<br />

reaction than adjacent in-situ soils and this allows it to carry higher loads<br />

than in-situ soils without deformation.<br />

However, for poor in-situ soil conditions, the in-situ soils may not provide<br />

adequate lateral support when the flexible bends deform vertically and<br />

push the sides <strong>of</strong> pipe outwards the wall <strong>of</strong> pipe trench. As such, additional<br />

trench width is required so that thicker granular bedding on the sides <strong>of</strong><br />

trench can be backfilled. As such, the thicker layer <strong>of</strong> granular bedding<br />

enhances the spreading <strong>of</strong> the force over a larger area so that the strength<br />

<strong>of</strong> poor soils is adequate to support it without failure.<br />

Fig. Bedding material <strong>of</strong> flexible pipes<br />

12. What is the relation <strong>of</strong> the angle <strong>of</strong> contact between pipe invert<br />

and bedding material to the load resisting capacity <strong>of</strong> pipe?<br />

Minimum crushing strength is a commonly adopted parameter for<br />

describing the strength <strong>of</strong> rigid pipes like concrete pipes. This value is<br />

determined in laboratory by subjecting the test concrete pipe to a line load<br />

diametrically along the pipe length while the pipe invert is supported on two<br />

bearers for stability reason. This test is called three-edge bearing test and<br />

the load at failure <strong>of</strong> pipes is expressed in terms <strong>of</strong> kN per length <strong>of</strong> test<br />

pipes (called minimum crushing strength).<br />

Bedding factor <strong>of</strong> a pipe is defined as the failure load for the pipe laid in<br />

actual ground with bedding to the failure load under three-edge bearing<br />

test. The bedding factor is largely related to the angle <strong>of</strong> contact between<br />

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