Dynamic consolidation of mixed fill - A cost-effective alternative to piling: A case record

Geotechnique

Volumn 46, Issue 2, 1996, Pages 351-355

  Hansbo, Sven ^a  

^a AB Jacobson and Widmark   (Sweden)

Author keywords

Case history; Compaction; Design; Footings foundations; Settlement; Soil stabilization

Indexed keywords

ARCHITECTURAL DESIGN; BUILDINGS; COMPACTION; CONSTRUCTION; ENVIRONMENTAL IMPACT; FOUNDATIONS; GRAVEL; PILE DRIVING; SETTLEMENT OF STRUCTURES; SOILS; STABILIZATION; STRUCTURAL DESIGN;

ENVIRONMENTAL EFFECTS; FOOTINGS; MIXED FILL CONSOLIDATION; SOIL CONDITIONS;

CONSOLIDATION;

CONSOLIDATION; CONSTRUCTION METHOD; FOUNDATION; GRAVEL PIT;

SWEDEN;

EID: 0030158831     PISSN: 00168505     EISSN: None     Source Type: Journal    
DOI: 10.1680/geot.1996.46.2.351     Document Type: Article

References (5)

1. Baguelin, E., Jézéquel, J. F. & Shields, D. H. (1976). The pressuremeter and foundation engineering. Clausthal: Trans Tech.
2. Hansbo, S. (1977). Dynamic consolidation of rockfill at Uddevalla shipyard. Proc. 10th Int. Conf. Soil Mech., Tokyo 2, 241-246.
3. Hansbo, S. & Pramborg, B. (1990). Experience of the Ménard pressuremeter in foundation design. in Pressuremeters, pp. 361-370. London: Thomas Telford.
4. National Reserch Council of Canada (1985). Canadian manual on foundation engineering. pp. 152-154.
5. Slocombe, B. C. (1993). Dynamic compaction. In Ground improvement (edited by M. P. Moseley), pp. 20-39. Glasgow: Blackie.