Dynamic consolidation of a saturated plastic clayey fill

Ground Improvement

Volumn 10, Issue 2, 2006, Pages 55-68

  Perucho, A ^a   Olalla, C ^a  

^a Centro de Estudios y Experimentacion de Obras Publicas   (Spain)

Author keywords

Case history; Dynamic compaction; Dynamic consolidation

Indexed keywords

CLAY; PLASTIC PRODUCTS; PRESSURE EFFECTS; SATURATION (MATERIALS COMPOSITION);

CASE HISTORY; DYNAMIC COMPACTION; DYNAMIC CONSOLIDATION;

CONSOLIDATION;

CLAY; CONSOLIDATION; FILL; GROUND IMPROVEMENT;

EID: 33645032463     PISSN: 1365781X     EISSN: 1365781X     Source Type: Journal    
DOI: 10.1680/grim.2006.10.2.55     Document Type: Article

References (13)

1. ASTM. (1972). Standard Test Method for Particle-Size Analysis of Soils. American Society for Testing and Materials, West Conshohocken, PA, D422-63
2. CEDEX (2002) Informe Relativo a la Consolidation Dinamica de los Rellenos Arcillosos del Muelle Juan Carlos I, en Algeciras (Cadiz). CEDEX, Madrid, internal report.
3. CHARLES J. A., BURFORD D. and WATTS K. S. (1981) Field studies of the effectiveness of dynamic consolidation. Proceedings of the 10th International Conference on Soil Mechanics and Foundation Engineering, Stockholm, 3, 617-622.
4. CHEN J. W. and LIAO J. M. (2000) Improvement of hydraulic fills by using dynamic consolidation method. Proceedings of the International Symposium on Coastal Geotechnical Engineering in Practice (eds A. Nakase and T. Tsuchida), Yokohama, pp. 437-442.
5. JESSBERGER H. L. and BEINE R. A. (1981) Heavy tamping: theoretical and practical aspects. Proceedings of the 10th International Conference on Soil Mechanics and Foundation Engineering, Stockholm, 3, 695-699.
6. LIAUSU Ph. (2003) Contrôle de l'amélioration de remblais hétérogènes traités par compactage dynamique. Proceedings of the 13th European Conference on Soil Mechanics and Geoteclmical Engineering, Prague, 3, 365-368.
7. LUKAS R. G. (1997) Delayed soil improvement after dynamic compaction. Proceedings of the Conference on Ground Improvement, Ground Reinforcement and Ground Treatment: Developments 1987-1997, Logan, ASCE Geoteclmical Special Publication No. 69, pp. 409-420.
8. MENARD L. and BROISE Y. (1975) Theoretical and practical aspects of dynamic consolidation. Géotechnique, 25, No. 1, 3-18.
9. SMOLTCZYK U. (1983) Deep compaction: general report. Proceedings of the 8th European Conference on Soil Mechanics and Foundation Engineering, Helsinki, 3, 1105-1116.
10. TERZAOHI K. and FRÖHLICH O. K. (1936). Theorie der Setzung von Tonschichten. Deuticke, Leipzig.
11. VAN IMPE W. F., DE COCK F., VAN DER CRUYSSEN J. P. and MAERTENB J. (1997) Soil improvement experiences in Belgium: part I. Overview and dynamic compaction. Ground Improvement, 1, No. 3, 147-155.
12. VAROSIO G., BRUNORI F. and CANEPA G. (1995) Pavements for a container terminal on a dynamically compacted hydraulic fill, Port of Voltri, Italy. Proceedings ASCE Ports' 95, Tampa, 1068-1.079.
13. WANG R., ZHU Ch., WANG J. and YANG M. Z. (2000) Improvement of soft days by dynamic compaction with prefabricated vertical drains (PVDs). Advances in Grouting and Ground Modification: Proceedings of Sessions of Geo-Denver 2000 (eds R. J. Krizek and K. Sharp), Denver, CO, pp. 311-324.