Performance of an offshore stabilised calcareous soil

Ground Improvement

Volumn 6, Issue 4, 2002, Pages 175-186

  Ismail, Mostafa A ^a   Joer, Hackmet A ^b   Sim, Wee H ^a   Randolph, Mark F ^a  

^a UNIVERSITY OF WESTERN AUSTRALIA   (Australia)

^b NONE

Author keywords

Additives; Calcareous soil; Deep mixing

Indexed keywords

DEEP MIXING METHOD; GROUND IMPROVEMENT; MARINE SEDIMENT; STIFFNESS; STRENGTH;

INDIAN OCEAN;

FRAXINUS;

EID: 0036776066     PISSN: 1365781X     EISSN: None     Source Type: Journal    
DOI: 10.1680/grim.6.4.175.40917     Document Type: Article

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3. Influence of fibre and cement addition on behaviour of sandy soil
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5. On the mechanics of structured sands
6. The mechanism controlling static liquefaction and cyclic strength of sand
7. Sample preparation technique for artificially cemented soils
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9. Deformation characteristics at small strains of sedimentary soft rocks by triaxial compression tests
10. North west shelf development - The foundation engineering challenge
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13. The general and congruent effects of structure in natural soils and weak rocks
14. Engineering management of the foundation modification programme
15. Role of fly ash in sustainable development
16. Fabrics of calcareous sediments at North Rankin 'A', North West Shelf
17. Geotechnical data used for the design of the North Rankin 'A' platform foundation
18. The mechanical properties of carbonate soils
19. Deformation and strength characteristics cement treated soils in Trans-Tokyo Bay Highway project
20. Prevention of displacements while using the DJM method
21. Expansion of cavities in an expanding soil mass