Pore-water pressures in soft to firm clay during driving of piles into underlying dense sand

Canadian Geotechnical Journal

Volumn 33, Issue 2, 1996, Pages 209-218

  Eigenbrod, K D ^a   Issigonis, T ^b  

^a LAKEHEAD UNIVERSITY   (Canada)

^b GeoPacific Consultants Ltd   (Canada)

Author keywords

Dense sand deposits; Piezocone testing; Pile driving; Pore water pressure; Soft sensitive clays

Indexed keywords

BEARING CAPACITY; CLAY; GRAVEL; LOADS (FORCES); MONITORING; PILE DRIVING; PILES; SAND; SOIL MECHANICS; STRESSES; STRUCTURES (BUILT OBJECTS); SURFACES;

PIEZOCONE TESTING; PILE DRIVING LOAD; PILE DRIVING RESISTANCE; PORE WATER PRESSURE;

PORE PRESSURE;

CLAY; PILE DRIVING; PORE WATER PRESSURE; SAND;

EID: 0030114456     PISSN: 00083674     EISSN: None     Source Type: Journal    
DOI: 10.1139/t96-001     Document Type: Article

References (3)

1. Poulos, H.G. 1994. Effect of pile driving on adjacent piles in clay. Canadian Geotechnical Journal, 31: 856-867.
2. Sully, J.P., Campanella, R.G., and Robertson, P.K. 1988. Overconsolidation ratio of clays from penetration pore pressures. Journal of Geotechnical Engineering, ASCE, 114(2): 209-216.
3. Timoshenko, S.P., and Goodier, J.W. 1951. Theory of elasticity. McGraw-Hill, New York.