Laboratory investigation of effiency of conical-based pounders for dynamic compaction

Geotechnique

Volumn 50, Issue 6, 2000, Pages 667-674

  Feng, T W ^a   Chen, K H ^a   Su, Y T ^a   Shi, Y C ^a  

^a CHUNG YUAN CHRISTIAN UNIVERSITY   (Taiwan)

Author keywords

Compaction; Dynamics; Ground improvement; Laboratory test; Sands

Indexed keywords

COMPACTION; DYNAMIC RESPONSE; LABORATORY METHOD; SOIL IMPROVEMENT;

EID: 0034477579     PISSN: 00168505     EISSN: None     Source Type: Journal    
DOI: 10.1680/geot.2000.50.6.667     Document Type: Article

References (19)

1. Field studies of the effectiveness of dynamic compaction
2. Physical modeling in geotechnical engineering
3. Dynamic compaction of loose granular soils: Effect of print spacing
4. Dynamic consolidation of fly ash
5. The Menard dynamic consolidation method at Nice Airport
6. Heavy tamping: Theoretical and practical concepts
7. Dynamic compaction of granular soils
8. Densification of loose deposits by pounding
9. Ground response to dynamic compaction
10. Theoretical and practical aspects of dynamic consolidation
11. On the partition of energy between elastic waves in a semi-infinite solid
12. Strength and deformation properties of soils as determined by a falling weight
13. Design of dynamic compaction
14. Deep compaction by vibro wing technique and dynamic compaction
15. Deep compaction
16. Dynamic deep compaction of sanitary landfill to support superhighway