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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 arching effect in soils? (RW9)<br />

Fig. Wires <strong>of</strong> gabion walls<br />

Arching occurs when there is a difference <strong>of</strong> the stiffness between the<br />

installed structure and the surrounding soil. If the structure is stiffer than<br />

the soil then load arches onto the structure. Otherwise, if the structure is<br />

less stiff than the soil then load arches away from the structure.<br />

For instance, if part <strong>of</strong> a rigid support <strong>of</strong> soil mass yields, the adjoining<br />

particles move with respect to the remainder <strong>of</strong> the soil mass. This<br />

movement is resisted by shearing stresses which reduce the pressure on<br />

the yielding portion <strong>of</strong> the support while increasing the pressure on the<br />

adjacent rigid zones. This phenomenon is called the arching effect.<br />

The principle <strong>of</strong> soil arching can be easily illustrated by buried pipes. If a<br />

rigid pipe is installed in soils, soil columns on both sides <strong>of</strong> the rigid pipe<br />

are more compressive than the soil columns on top <strong>of</strong> the rigid pipe<br />

because <strong>of</strong> the higher stiffness <strong>of</strong> rigid pipes when compared with soils. As<br />

such, soil columns on both sides tend to settle more than the soils on top <strong>of</strong><br />

the rigid pipe and this differential settlement causes a downward shear<br />

force acting along the sides <strong>of</strong> soil columns on top <strong>of</strong> the rigid pipe. As such,<br />

the load on the rigid pipes becomes larger than the sole weight <strong>of</strong> soil<br />

columns on its top. Similarly, if a flexible pipe is adopted instead, the above<br />

phenomenon shall be reversed.<br />

315

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