Results from a piling trial on bored, CFA and rotary displacement piles in stiff clay

BGA International Conference on Foundations, Innovations, Observations, Design and Practice

Volumn , Issue , 2003, Pages 825-834

  Skinner, H ^a   Powell, J J M ^a   Morris, J ^b   England, M ^c  

^a BUILDING RESEARCH ESTABLISHMENT   (United Kingdom)

^b Cementation Foundations Skanska Ltd   (United Kingdom)

^c Loadtest Ltd

Author keywords

[No Author keywords available]

Indexed keywords

AUTOMATIC FEEDBACK CONTROL; CEMENTATION FOUNDATIONS SKANSKA LTD (CO); INCREMENTAL MAINTAINED LOADING; ROTARY DISPLACEMENT PILES;

ACCIDENT PREVENTION; ANISOTROPY; CLAY; CONCRETE CONSTRUCTION; COSTS; FEEDBACK CONTROL; NOISE POLLUTION; PARAMETER ESTIMATION; PLASTICITY; SHEAR STRENGTH; SHRINKAGE; SOILS; STIFFNESS;

PILES;

EID: 3042720817     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Conference Paper

References (3)

1. Butcher, A.P. and Powell, J.J.M.(2001). Deformation properties of soil from in situ and laboratory tests. Proc. XVth ICSMGE, Istanbul. Vol 1 pp 51-54
2. Crilly M.S., Driscoll R.M.C. and Chandler R.J. (1992). Seasonal ground and water movement observations from an expansive clay site in the UK. 7th Int Conf on Expansive Soils, Dallas Texas, Aug 3-5 1992, pp 313-318.
3. Freeman T.J., Burford D. and Crilly M.S. (1991). Seasonal foundation movements in London Clay. 4th International Conference on Ground Movements and Structures, Cardiff, 8-11 July 1991, vol 4, pp 485-501.