Seismic response of adjacent dense and loose saturated sand columns

Soil Dynamics and Earthquake Engineering

Volumn 22, Issue 2, 2002, Pages 115-127

  Adalier, K ^a   Elgamal, A W ^b  

^a RENSSELAER POLYTECHNIC INSTITUTE   (United States)

^b UNIVERSITY OF CALIFORNIA   (United States)

Author keywords

Centrifuge testing; Densification; Liquefaction countermeasure; Pore fluid migration; Secondary liquefaction

Indexed keywords

CENTRIFUGES; COLUMNS (STRUCTURAL); COMPACTION; DEFORMATION; DENSIFICATION; EARTHQUAKE EFFECTS; MATHEMATICAL MODELS; OPTIMIZATION; PORE PRESSURE; SEISMIC PROSPECTING; SOIL LIQUEFACTION; SOIL MECHANICS;

SATURATED SAND COLUMNS;

SAND;

CENTRIFUGAL MODEL TEST; COLUMN; COMPACTION; LIQUEFACTION; SAND; SEISMIC RESPONSE; SOIL DYNAMICS; SOIL IMPROVEMENT;

EID: 0037087173     PISSN: 02677261     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0267-7261(01)00059-8     Document Type: Article

References (23)

1. State of practice for liquefaction in North America
2. Prevention methods
3. Soil improvement state-of-the art report
4. Ground treatment for seismic stability of bridge foundations
5. Experimental study on behavior of the boundary between liquefied and non-liquefied ground
6. Performance of improved ground during earthquakes
7. Model no. 3 primary test description and test results
8. Area of ground compaction as remediation against liquefaction
9. Experimental results of model no. 3
10. Experimental results of attempted duplication of model no. 3 at RPI
11. VELACS model no. 3: Liquefaction in dense and loose sand columns
12. Seismic response of shallow foundation on liquefying sand
13. Design, construction and operation of 100 g-ton centrifuge at RPI
14. Foundation liquefaction countermeasures for earth embankments
15. Analysis of site liquefaction and lateral spreading using centrifuge testing records
16. Experience with the use of methyl-cellulose as a viscous pore fluid in centrifuge models
17. Design and performance of an electrohydraulic shaker for the RPI centrifuge
18. State-of-the-art of geotechnical earthquake engineering practice
19. Liquefaction and flow failure during earthquakes