Physical model testing of compaction grouting in cohesionless soil

Journal of Geotechnical and Geoenvironmental Engineering

Volumn 126, Issue 9, 2000, Pages 848-852

  Nichols, S C ^a   Goodings, D J ^a  

^a UNIVERSITY OF MARYLAND   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

GROUTING; MATHEMATICAL MODELS; PRESSURE EFFECTS; SOIL TESTING;

GEOTECHNICAL CENTRIFUGE;

SOIL MECHANICS;

COHESIONLESS SOIL; GROUTING; MODEL TEST;

EID: 0034282552     PISSN: 10900241     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)1090-0241(2000)126:9(848)     Document Type: Article

References (14)

1. Compaction grouting
2. The change of in-situ soil conditions induced by compaction grouting
3. The behavior of plate anchors in sand
4. Compaction grouting project completion report
5. Compaction grouting technique
6. Compaction grout
7. Shear strength and consolidation properties of compaction grout
8. Ground remediation-aspects of the theory and approach to compaction grouting
9. Centrifuge tests of the uplift capacity of anchors
10. Uplift resistance of soils
11. Recent advances in compaction grouting technology
12. Planning and performing compaction grouting
13. Discussion of 'Compaction grouting,' by Douglas R. Brown and James Warner
14. Small scale physical modeling of compaction grouting