Civil Engineering Project Management (4th Edition)
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134 <strong>Civil</strong> <strong>Engineering</strong> <strong>Project</strong> <strong>Management</strong><br />
to the rock. The recovery percentage must be checked and recorded and may<br />
indicate the need for a change in equipment or technique. The cores must be<br />
labelled ‘top’ and ‘bottom’, the depth must be marked on them, and they must<br />
be placed for safekeeping and later inspection, in sequence, in purpose-made<br />
core boxes. A label should be attached to the box stating the borehole reference,<br />
date of start of drilling, etc.<br />
When drilling, the need to get complete and reliable information on the<br />
groundwater is important. The water level at the beginning and end of each<br />
day’s work should be measured, and preferably before and after each break or<br />
stoppage for testing. The sinking of the hole disturbs the natural groundwater<br />
conditions, but the changes in level recorded give valuable information on the<br />
probable natural conditions and the rate of inflows and outflows at various<br />
levels. On completion of a hole it is valuable to install a piezometer by which<br />
the longer term natural fluctuation of the groundwater levels can be recorded.<br />
Particular attention should always be paid to any hole which the driller<br />
reports as difficult to sink – the drill bit gets jammed or the drill goes off line,<br />
or the hole has to be abandoned. Any of these can be the sign of a geological<br />
fault, unconformity of strata, a change of inclination of strata and so on. It is<br />
surprising how often one finds the drilling records for the cutoff of an old dam<br />
show a borehole missing in the very area where trouble is later experienced.<br />
So if a boring has to be abandoned it can be important to sink another one<br />
very close by, perhaps using a different technique for core recovery.<br />
Light cable percussion drilling<br />
Light cable percussion driven lined holes in soft ground are usually of larger<br />
diameter than rotary drilled holes, often 150 mm diameter to allow U100<br />
samples to be taken. A deeper hole may need starting off at a larger diameter.<br />
The hole is excavated by bumping a ‘shell’ or clay cutter on the base of the<br />
hole. The shell is used on non-cohesive soils (e.g. sands and gravels), and is a<br />
heavy cylindrical tube with a lower cutting edge and some form of non-return<br />
flap valve inside. Material entering the shell is retained and withdrawn with<br />
the shell, which is removed every 0.5 m or so of boring and emptied for examination.<br />
The clay cutter is similar to a shell, but has a retaining ring at the base<br />
to hold the clay in, and has open slots either side for removal of the clay. The<br />
material inside the shell or clay cutter is partly disturbed but its nature can be<br />
inspected and logged. To take an undisturbed sample a 100 mm diameter<br />
sampling tube attached to rods is pushed or driven into the base of the boring,<br />
given a slight twist to break off the sample and withdrawn. Alternatively a<br />
down-the-hole hammer can be used to drive the tube. The sampling tube has<br />
a detachable cutting shoe with a small internal lip to retain the sample.<br />
If the ground is very weak it may be necessary to push temporary lining<br />
down as the hole is deepened. After this it may be necessary to use a shell or<br />
cutter of slightly smaller diameter to continue drilling.