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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 />

deeper in the s<strong>of</strong>t clay, which should possess higher shear strength<br />

because its strength generally increases with depth.<br />

5. Which one is better, bentonite slurry and polymeric slurry? (M3)<br />

For the construction <strong>of</strong> diaphragm walls, bentonite slurry is commonly used<br />

to form a filter cake on walls <strong>of</strong> trenches to support earth pressure. The use<br />

<strong>of</strong> bentonite solely is based on its thixotrophic gel viscosity to provide<br />

support.<br />

Though the cost <strong>of</strong> polymer is generally more expensive than bentonite,<br />

the use <strong>of</strong> polymer is increasing because polymer is generally infinitely<br />

re-usable and very small amount <strong>of</strong> polymer is normally required for<br />

construction works. The disposal cost <strong>of</strong> bentonite is quite high while the<br />

disposal <strong>of</strong> polymer can be readily conducted by adding agglomerator.<br />

6. Where should be the direction <strong>of</strong> gunning in shotcreting? (M4)<br />

During the construction <strong>of</strong> shotcrete, it is aimed at gunning the full<br />

thickness in one single operation and this helps to reduce the occurrence<br />

<strong>of</strong> possible delamination and formation <strong>of</strong> planes <strong>of</strong> weakness. Moreover,<br />

the nozzles should be held about 0.6m to 1.8m from the surface [2] and<br />

normal to the receiving surface. The reason <strong>of</strong> gunning perpendicular to<br />

the receiving surface is to avoid the possible rebound and rolling resulting<br />

from gunning at an angle deviated from the perpendicular. The rolled<br />

shotcrete creates a non-uniform surface which serves to trap overspray<br />

and shotcrete resulting from the rebounding action. This is undesirable<br />

because <strong>of</strong> the wastage <strong>of</strong> materials and the generation <strong>of</strong> uneven and<br />

rough surface.<br />

7. What is the mechanism in the formation <strong>of</strong> frost heave? (M5)<br />

In the past, it was believed that the formation <strong>of</strong> frost heave was related to<br />

the volumetric expansion <strong>of</strong> soil water which changed from liquid state to<br />

solid state. However, the increase <strong>of</strong> volume <strong>of</strong> changes in states for water<br />

at zero degree Celsius is only about 9% and the observed heaving is far<br />

more than this quantum.<br />

In fact, the mechanism <strong>of</strong> frost heave is best explained by the formation <strong>of</strong><br />

ice lenses [52]. In cold weather, ice lenses develop in the freezing zone in<br />

soils where there is an adequate supply <strong>of</strong> soil water. Soil particles are<br />

surrounded by a film <strong>of</strong> water which separates the soil particles from ice<br />

323

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