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Pile Design and Construction Practice, Fifth edition

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Light-gauge<br />

steel lining<br />

tubes<br />

Stowage<br />

Collapsed<br />

overburden<br />

Base of worked-out seam<br />

Space loosely filled<br />

with rock spalls or<br />

bentonite slurry<br />

Concrete<br />

cast in-situ<br />

Rock<br />

socket<br />

Miscellaneous piling problems 447<br />

Figure 9.11 Isolating shafts of bored piles from surrounding collapsed ground.<br />

lateral movements as the rock strata adjust themselves to their equilibrium position. A<br />

bentonite or bitumen infill to seal the annulus completely would be used if there is a risk<br />

of emission of natural gas from the coal seam.<br />

During the nineteenth century <strong>and</strong> the early years of the present century, coal <strong>and</strong> other<br />

minerals were extracted using mining techniques variously known as ‘pillar <strong>and</strong> stall’, ‘board<br />

<strong>and</strong> pillar’, <strong>and</strong> ‘stoop <strong>and</strong> room’. A main heading or road was driven from the shaft to<br />

follow the coal seam to the planned boundary of the workings. Transverse galleries were<br />

then driven from the main roadway to form a rectangular, triangular, or lozenge-shaped<br />

pattern of galleries separated by pillars of unworked coal. These pillars served to support the<br />

overlying rock strata until the general area had been mined. The pillars were then either left<br />

intact or were wholly or partially removed as the coal extraction operations retreated towards<br />

the shaft. Where the pillars were wholly removed the pattern of subsidence followed that of<br />

longwall mining (Figure 9.9). Chalk was mined in south-east Engl<strong>and</strong> for flints <strong>and</strong><br />

agricultural purposes from pre-historic times until comparatively recently. The mining was<br />

usually in the form of a rather haphazard pillar <strong>and</strong> stall method. Where pillars were left in<br />

place they remained, <strong>and</strong> still remain, in an unpredictable state of stability which has<br />

resulted in complex problems concerning building over ab<strong>and</strong>oned mineworkings, problems<br />

which are still encountered in the built-up areas of Britain to the present day (9.8) .<br />

The instability of coal pillars may be due to the slow decay of the coal, to changes in the<br />

groundwater regime in flooded workings, to increased loading on the ground surface, to an<br />

increase in the load transferred to pillars due to the collapse of neighbouring areas, or to<br />

longwall mining in deeper coal seams. If massive rock strata such as the thick s<strong>and</strong>stones of

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