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TESTING OF DRIVABILITY OF CONCRETE PILES AND DISTURBANCE TO SENSITIVE CLAY (1976)
The results reported are of an investigation of a group of thirteen 30cm diameter precast concrete piles diven through 18m of sensitive marine clay followed by 3m of silt and sand and 4m of very dense silt to end bearing in glacial till.
Reference:
Canadian Geotechnical Journal, Vol. 13, No. 2, pp. 139 - 160
Canadian Geotechnical Journal, Vol. 13, No. 2, pp. 139 - 160
Organization:
Torchinsky Consulting ltd, Canada
Canada
Torchinsky Consulting ltd, Canada
Canada
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