State-of-the-art of geotechnical earthquake engineering practice

Soil Dynamics and Earthquake Engineering

Volumn 20, Issue 1-4, 2000, Pages 1-15

  Finn, W D L ^a,b  

^a KAGAWA UNIVERSITY   (Japan)

^b UNIVERSITY OF BRITISH COLUMBIA   (Canada)

Author keywords

Design ground motions; Dynamic response analysis; Liquefaction potential; Post liquefaction displacement; Residual strength; Seismic risk analysis

Indexed keywords

CONFERENCE PROCEEDING; EARTHQUAKE ENGINEERING; GEOTECHNICAL SURVEY; SEISMIC DESIGN;

DYNAMIC RESPONSE; GEOTECHNICAL ENGINEERING; LIQUEFACTION; RESIDUAL STRESSES; RISK ASSESSMENT; SEISMOLOGY;

POST-LIQUEFACTION DISPLACEMENT;

EARTHQUAKES;

EID: 0034351266     PISSN: 02677261     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0267-7261(00)00033-6     Document Type: Article

References (60)

1. Emerging art: Earthquake ground motion
2. Uniform building code
3. A stable algorithm for regression analysis using the random effects model
4. Magnitude-dependent variance of peak ground acceleration
5. Correlation of rise time with the style-of-faulting factor in strong ground motions
6. Strong ground motions of the Kobe, Japan earthquake of January 17, 1995, and development of a model of forward rupture directivity applicable in California
7. Spatial variation of multiple support inputs
8. On the use of design spectrum compatible motions
9. Probabilistic seismic hazard analysis and design earthquakes: Closing the loop
10. Empirical spatial coherency functions for applications to soil-structure interaction analyses
11. The slides in the San Fernando Dams during the earthquake of February 9, 1971
12. Seismic safety evaluation of embankment dams
13. Effects of earthquake on dams and embankments
14. Dynamic analysis in geotechnical engineering
15. Seismic stability and permanent deformation analyses: The last twenty five years
16. Fundamentals of liquefaction under cyclic loading
17. Nonlinear seismic analysis of the upper San Fernando Dam under the 1971 San Fernando Earthquake
18. Influence of SPT procedures in soil liquefaction resistance evaluations
19. Liquefaction of sands and its evaluation
20. Seismic cone penetration test for evaluating liquefaction potential under cyclic loading
21. Engineering seismology
22. Design problems in soil liquefaction
23. SPT-Based analysis of cyclic pore pressure generation and undrained residual strength
24. Post-liquefaction shear strength of granular soils
25. Liquefaction evaluation procedure
26. Static liquefaction of sand under multi-axial loading
27. Effect of principal stress direction and intermediate principal stress on undrained shear behaviour of sand
28. Analysis of post-liquefaction deformations in soil structures (Invited Paper)
29. Stabilization of an earth dam using driven prestressed concrete piles
30. Results and implications of seismic performance studies for Duncan Dam
31. Post-liquefaction behaviour of sand
32. Static and cyclic liquefaction potential of fraser delta sand in simple shear and triaxial tests
33. Development and evaluation of remediation strategies by deformation analyses
34. Status of risk assessment of dams in Australia
35. Regression models for evaluating liquefaction probability
36. Magnitude sealing factors
37. Evaluating calculated risk in geotechnical engineering (17th Terzaghi Lecture)