Civil Engineering Reference
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platform and it appeared to be extremely difficult and sometimes practically
impossible to carry out cone penetration tests. The progress of the field
research was also regularly influenced by the effects of the tide, the ship-
ping and weather conditions.
All cone penetration tests were carried out with a piezo cone with which pore
pressures were measured and which provided the possibility of carrying out
Fig. 7.6
Research carried out
from Middelplaat
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