Influence of seismic cyclic loading history on small strain shear modulus of saturated sands

Soil Dynamics and Earthquake Engineering

Volumn 25, Issue 5, 2005, Pages 341-353

  Zhou, Yan Guo ^a   Chen, Yun min ^a  

^a ZHEJIANG UNIVERSITY   (China)

Author keywords

Bender element; Cyclic loading; Effective stress; Sands; Seismic response analysis; Small strain shear modulus; Soil fabric; Undrained cyclic triaxial test

Indexed keywords

CYCLIC LOADS; DEGRADATION; ELASTIC MODULI; LIQUEFACTION; PARAMETER ESTIMATION; SEISMIC PROSPECTING; SOILS; STIFFNESS; STRAIN; STRESSES;

SATURATED SANDS; SEISMIC RESPONSE; SOIL SKELETON; SOIL STRENGTH;

SAND;

EARTHQUAKE ENGINEERING; SOIL DYNAMICS;

EID: 19144371133     PISSN: 02677261     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.soildyn.2005.03.001     Document Type: Article

References (37)

1. B.O. Hardin F.E. Richart Jr Elastic wave velocities in granular soils J Soil Mech Foundations Div, ASCE 89 1 1963 33-65
2. B.O. Hardin W.L. Black Vibration modulus of normally consolidated clay J Soil Mech Foundations Div, ASCE 94 2 1968 353-369
3. V.P. Drnevich F.E. Richart Jr Dynamic prestraining of dry sand J Soil Mech Foundations Div, ASCE 96 2 1970 453-469
4. H.B. Seed I.M. Idriss Simplified procedure for evaluating soil liquefaction potential J Soil Mech Foundation Div, ASCE 97 9 1971 1249-1273
5. T. Kokusho Cyclic triaxial test of dynamic soil properties for wide strain range Soils Foundations 20 2 1980 45-60
6. B.O. Hardin V.P. Drnervich Shear modulus and damping in soils: measurement and parameter effects J Soil Mech Foundations Div, ASCE 98 6 1972 603-624
7. B.O. Hardin V.P. Drnervich Shear modulus and damping in soils: Design equations and curves J Soil Mech Foundations Div, ASCE 98 7 1972 667-692
8. T. Iwasaki F. Tatsuoka Effects of grain size and grading on dynamic shear moduli of sands Soils Foundations 17 3 1977 19-35
9. Hardin BO. The nature of stress-strain behavior for soils. In: Conference on Earthquake Engineering and Soil Dynamics, ASCE 1978: 3-90.
10. B.O. Hardin G.E. Blandford Elasticity of particulate materials J Geotech Eng, ASCE 115 6 1989 788-805
11. e of cohesionless soils J Geotech Eng, ASCE 119 7 1993 1073-1093
12. I.M. Idriss H.B. Seed Seismic response of horizontal soil layers Soil Mech Foundations Div, ASCE 94 4 1968 1003-1031
13. W.D.L. Finn P.M. Byrne G.R. Martin Seismic response and liquefaction of sands J Geotech Eng Div, ASCE 102 8 1976 841-856
14. W.D.L. Finn K.W. Lee G.R. Martin An effectivestress model for liquefaction J Geotech Eng Div, ASCE 103 6 1977 517-533
15. P.P. Martin H.B. Seed Simplified procedure for effective stress analysis of ground response J Geotech Eng Div, ASCE 105 6 1979 739-758
16. A.G. Papadimitriou G.D. Bouckovalas Plasticity model for sand under small and large cyclic strains: A multiaxial formulation Soil Dyn Earthquake Eng 22 2002 191-204
17. Drnevich VP, Hall Jr JR, Richart Jr FE. Effects of amplitude of vibration of the shear modulus of sand. In: Proceedings of international symposium on wave propagation and dynamic properties of earth materials, Albuquerque, NM, 1967.
18. M. Vucetic Cyclic threshold shear strains in soils J Geotech Eng ASCE 120 12 1994 2208-2228
19. W.D.L. Finn P.L. Bransby D.J. Pickering Effect of strain history on liquefaction of sand J Soil Mech Foundations Div, ASCE 96 6 1970 1917-1934
20. T. Wichtmann Th Triantafyllidis Influence of a cyclic and dynamic loading history on dynamic properties of dry sand, part I: Cyclic and dynamic torsional prestraining Soil Dyn Earthquake Eng 24 2004 127-147
21. T. Wichtmann Th Triantafyllidis Influence of a cyclic and dynamic loading history on dynamic properties of dry sand, part II: Cyclic axial preloading Soil Dyn Earthquake Eng 24 2004 789-803
22. Zhou YG, Chen YM, Ke H. Improvement on simplified procedure for liquefaction potential evaluation of sands by shear wave velocity (in Chinese). Chinese J Rock Mech Eng 2005;24(13).
23. D.J. Shirley L.D. Hampton Shear wave measurements in laboratory sediments J Acoustical Soc Am 63 2 1978 607-613
24. P. De Alba K. Baldwin V. Janoo G. Roe B. Celikkol Elastic-wave velocities and liquefaction potential Geotech Testing J ASTM 7 2 1984 77-87
25. max using bender elements. In: Advances in the art of testing soils under cyclic conditions. Detroit, MI. Geotechnical Engineering Division, ASCE; 1985, 186-96.
26. 0 conditions Geotech Testing J ASTM 13 2 1990 97-105
27. G. Viggiani J.H. Atkinson The interpretation of the bender element tests Geotechnique 45 1 1995 149-154
28. max from bender element Geotechnique 46 2 1996 357-362
29. R. Arulnathan R.W. Boulanger M.F. Riemer Analysis of bender element tests Geotech Testing J ASTM 21 2 1998 120-131
30. S.S. Afifi F.E. Richart Jr Stress-history effects on shear modulus of soils Soils Foundations 13 1 1973 77-95
31. M. Vucetic R. Dobry Effect of soil plasticity on cyclic response J Geotech Eng, ASCE 117 1 1991 89-107
32. E. Petrakis R. Dobry A self consistent estimated of the elastic constants of a random array of equal spheres with application to granular soil under isotropic conditions 1986 Rensselaer Polytechnic Inst., Troy NY (Rep. No. CE-86-04)
33. H.B. Seed K.L. Lee Liquefaction of saturated sands during cyclic loading J Soil Mech Foundation Div, ASCE 92 6 1966 105-134
34. G. Cascante J.C. Santamarina Interparticle contact behavior and wave propagation J Geotech Eng 122 10 1996 831-839
35. J.C. Santamarina Soil behavior at the microscale: Particle forces Geotechnical Special Publication, ASCE 119 2003 25-56
36. F.E. Richart Jr Some effects of dynamic soil properties on soil-structure interaction J Geotech Eng Division, ASCE 101 12 1975 4-47
37. K. Yasuhara A.F.L. Hyde Method for estimating postcyclic undrained modulus of clays J Geotech Geoenviron Eng, ASCE 204 3 1997 204-211