Computational modeling of cyclic mobility and post-liquefaction site response

Soil Dynamics and Earthquake Engineering

Volumn 22, Issue 4, 2002, Pages 259-271

  Elgamal, Ahmed ^a   Yang, Zhaohui ^a   Parra, Ender ^b  

^a UNIVERSITY OF CALIFORNIA SAN DIEGO   (United States)

^b PDVSA INTEVEP   (Venezuela)

Author keywords

Constitutive modeling; Cyclic mobility; Earthquake; Liquefaction; Plasticity; Site amplification; Vertical array

Indexed keywords

CENTRIFUGATION; COMPUTER SIMULATION; FINITE ELEMENT METHOD; MATHEMATICAL MODELS; SAND; SEISMOLOGY; SHEAR DEFORMATION; SOIL LIQUEFACTION;

SITE RESPONSES;

SOIL STRUCTURE INTERACTIONS;

COHESIONLESS SOIL; CYCLICITY; EARTHQUAKE DAMAGE; LIQUEFACTION; SEISMIC RESPONSE; SITE EFFECT; SOIL DYNAMICS;

EID: 0037189228     PISSN: 02677261     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0267-7261(02)00022-2     Document Type: Article

References (65)

1. Prelimenary report on the principal geotechnical aspects of the October 17, 1989. Loma Prieta earthquake
2. The great Hanshin earthquake disaster
3. Geotechnical reconnaissance of the effects of the January 17, 1995
4. Liquefaction during the 1990 Manjil, Iran, earthquake. I. Case history data
5. Liquefaction during the 1990 Manjil, Iran, earthquake. I. Case history data
6. Liquefaction-related ground failure: A case study in the New Madrid seismic zone, Central United States
7. Japanese Geotechnical Society. Special issue on geotechnical aspects of the January 17, 1995 Hyogoken-Nanbu earthquake
8. Japanese Geotechnical Society. Special issue on geotechnical aspects of the January 17, 1995 Hyogoken-Nanbu earthquake
9. Seismic safety of embankment dams: Developments in research and practice 1988-1998
10. Nonlinearity in observed and computed accelerograms (CD-ROM)
11. Liquefaction of saturated sands during cyclic loading
12. Liquefaction and cyclic deformation of sands - A critical review
13. Factors affecting liquefaction and cyclic mobility
14. Soil liquefaction and cyclic mobility evaluation for level ground during earthquakes
15. Centrifuge modeling of liquefaction effects during earthquakes
16. Post-triggering response of liquefied sand in the free field and near foundations
17. Settlement, sliding and liquefaction of layered soil
18. Soil dilation and shear deformations during liquefaction
19. Dynamic soil properties, seismic downhole arrays and applications in practice (CD-ROM)
20. An effective stress model for liquefaction
21. A unified approach to densification and liquefaction of cohesionless sand in cyclic shearing
22. A simple plasticity theory for frictional cohesionless soils
23. A generalized plasticity hierarchical model for sand under monotonic and cyclic loading
24. Bounding surface hypoplasticity model for sand
25. A strain space multiple mechanism model for cyclic behavior of sand and its application
26. VELACS project: Elasto-Plastic finite element predictions of the liquefaction behavior of centrifuge models no. 1, 3 and 4a
27. Numerical predictions for model no. 1
28. Numerical prediction for model no. 1
29. FEM-FDM coupled liquefaction analysis of a porous soil using an elasto-plastic model
30. A fully coupled nonlinear dynamic analysis procedure and its verification using centrifuge test results
31. Deformations in granular soils due to cyclic loading
32. A cyclic elasto-plastic model for sand and its application under various stress conditions
33. A critical state two-surface plasticity model for sands
34. State concept and modified elasto-plasticity for sand modeling
35. Modeling of fabric effect on the cyclic loading response of granular soils
36. Nonlinear ground response at Lotung LSST site
37. Dilatancy for cohesionless soils
38. New observations and methods for modeling nonlinear site response (CD-ROM)
39. UW-sand: A simple constitutive model for liquefiable soils
40. On a class of models for the yielding behavior of continuous and composite systems
41. On the description of anisotropic work hardening
42. Stability of natural deposits during earthquakes. Theme Lecture
43. Liquefaction and postliquefaction behavior of sand
44. Fundamental factors affecting liquefaction susceptibility of sands
45. The mechanics of deformation and acoustic propagation in porous media
46. Static and dynamic behavior of soils: A rational approach to quantitative solutions. I. Fully saturated problems
47. Possible lessons from VELACS Model no. 2 results
48. Centrifuge liquefaction tests in a laminar box
49. Earthquake centrifuge modeling using a laminar box
50. Centrifuge scaling considerations for fluid-particle systems
51. Analysis of site liquefaction and lateral spreading using centrifuge model tests
52. Liquefaction of reclaimed island in Kobe