Explosive compaction: Design, implementation and effectiveness

Geotechnique

Volumn 50, Issue 6, 2000, Pages 657-665

  Gohl, W B ^a   Jefferries, M G ^a   Howie, J A ^a   Diggles, D ^a  

^a Pacific Geodynamics Inc   (Canada)

Author keywords

Compaction; Ground improvement; Liquefaction; Sand

Indexed keywords

COMPACTION; EXPLOSIVES; GROUND IMPROVEMENT; LIQUEFACTION;

EID: 0034489010     PISSN: 00168505     EISSN: None     Source Type: Journal    
DOI: 10.1680/geot.2000.50.6.657     Document Type: Article

References (12)

1. The cone penetration test in sands. General inference of state
2. Mechanics of deep underground explosions
3. Prediction of Pore Pressure Buildup and Liquefaction of Sands during Earthquakes By the Cycle Strain Method
4. Simulation of earthquake-like ground motions with high explosives
5. Evaluation of settlements in sand deposits following liquefaction during earthquakes
6. Implications for critical state theory from isotropic compression of sand
7. Post-densification penetration resistance of clean sands
8. Compaction of hydraulic fill sand in Molikpaq core
9. Standard penetration test procedures and the effects in sands of overburden pressure, relative density, particle size, ageing and overconsolidation
10. Molikpaq core densification with explosives at Amauligak F-24. OTC 5684