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Publications by [Samson L.]

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SOIL DISTURBANCE FROM PILE DRIVING IN SENSITIVE CLAY (1978)
<p>Soil disturbance due to the driving of two groups of 16 concrete piles each in sensitive marine clay was studies on a construction project in eastern Canada. Pore pressures, heave and lateral movement of soil and piles and tests of strength, compressibility ...
Reference: Canadian Geotechnical Journal, Vol. 15, No. 3, pp. 346 - 361
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