Drainage and reinforcement of soft clay tank foundation by sand columns

Geotechnique

Volumn 50, Issue 6, 2000, Pages 709-713

  Al Khafaji, Z A ^a   Craig, W H ^a  

^a Consulting Engineer ^*  (Canada)

Author keywords

Centrifuge modelling; Ground improvement; Reinforced soils

Indexed keywords

CENTRIFUGAL MODEL TEST; COLUMN; DRAINAGE; FOUNDATION; SAND; SOFT CLAY; SOIL IMPROVEMENT;

EID: 0034477687     PISSN: 00168505     EISSN: None     Source Type: Journal    
DOI: 10.1680/geot.2000.50.6.709     Document Type: Article

References (20)

1. Reduction of clay settlement by large closely spaced sand drains
2. Construction of fine-grained soil by sand wells
3. The performance of foundations on various soils stabilized by the vibrocompaction method
4. Evaluation of silty sand as a material for soil compaction piles and applications
5. Bearing capacity of a foundation resting on a soil reinforced by a group of columns
6. Installation studies for model piles
7. Reduction of soft clay settlement by compacted sand columns
8. Loads tests on stone columns
9. Shear strength characteristics of Madinah clay with sand compaction piles
10. Consolidation behavior of composite ground improved by soil compaction
11. Settlement response of soft soils reinforced by compacted sand columns
12. Behavior of sand compaction piles constructed from copper slag sand
13. Development of an in-flight sand compaction piles (SCPs) installer
14. The design of vibro replacement
15. Some experiences in construction and design of stone column reinforced ground
16. Soil improvement experiences in Belgium: Vibrocompaction and stone columns