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Journal of Geotechnical and Geoenvironmental Engineering

Volumn 126, Issue 10, 2000, Pages 859-869

Model for dynamic shear modulus and damping for granular soils

(3) Assimaki, D a Kausel, E a Whittle, A a

a MASSACHUSETTS INSTITUTE OF TECHNOLOGY (United States)

Author keywords

[No Author keywords available]

Indexed keywords

COMPUTER AIDED ANALYSIS; COMPUTER SIMULATION; DAMPING; ELASTIC MODULI; FREQUENCY DOMAIN ANALYSIS; GRANULAR MATERIALS; MATHEMATICAL MODELS; PORE PRESSURE; SAND; SHEAR STRESS; SHEAR WAVES; STRESS ANALYSIS;

CONFINING PRESSURE;

SOIL TESTING;

DAMPING; SHEAR MODULUS; SOIL DYNAMICS;

EID: 0034306091 PISSN: 10900241 EISSN: None Source Type: Journal
DOI: 10.1061/(ASCE)1090-0241(2000)126:10(859) Document Type: Article

Times cited : (84)

References (36)

1
- 0003725432
- Tech. Rep. NCEER-97-0018, Nat. Ctr. for Earthquake Engrg. Res., State University of New York, Buffalo, N.Y.
- (1997) Loss Assessment of Memphis Buildings
- Abrams, D.P.¹ Shinozuka, M.²

2
- 0348239807
- A comparison of linear and nonlinear analyses of soil amplification
- (1973) 5th World Conf. on Earthquake Engrg.
- Constantopoulos, I.V.¹ Roesset, J.M.² Christian, J.T.³

3
- 0020157116
- Prediction of pore water pressure buildup and liquefaction of sands during earthquakes using the cyclic strain method
- National Bureau of Standards, Gaithersburg, Md.
- (1982) NBS Build. Sci. Ser. 138
- Dobry, R.¹ Ladd, R.S.² Yokel, F.Y.³ Chung, R.M.⁴ Powell, D.⁵

4
- 0003036855
- The nature of damping in sands
- ASCE
- (1965) J. Soil Mech. and Found. Div. , vol.91 , Issue.1 , pp. 33-65
- Hardin, B.O.¹

5
- 0007502640
- Tech. Rep. UKY 27-70-CE 2 and 3, Coll. of Engrg., University of Kentucky, Lexingtion, Ky
- (1970) Shear Modulus and Damping in Soils: I. Measurement and Parameter Effects; II. Design Equations and Curves
- Hardin, B.O.¹ Drnevich, V.P.²

6
- 0015360542
- Shear modulus and damping in soils: Measurement and parameter effects
- ASCE
- (1972) J. Soil Mech. and Found. Div. , vol.98 , Issue.6 , pp. 603-624
- Hardin, B.O.¹ Drnevich, V.P.²

7
- 0000625857
- Shear modulus and damping in soils: Design equations and curves
- ASCE
- (1972) J. Soil Mech. and Found. Div. , vol.98 , Issue.7 , pp. 667-692
- Hardin, B.O.¹ Drnevich, V.P.²

8
- 0022228301
- The use of a variable shear modulus in elastic-plastic models for clays
- (1985) Comp. and Geotechnics , vol.1 , Issue.1 , pp. 3-21
- Houlsby, G.T.¹

9
- 0003490971
- Torsional simple shear/resonant column properties of San Francisco Bay mud
- (1979) MS Thesis, University of Texas at Austin, Austin, Tex
- Isenhower, W.M.¹

10
- 0017946766
- Shear moduli of sands under cyclic torsional shear loading
- Tokyo
- (1978) Soils and Found. , vol.18 , Issue.1 , pp. 39-56
- Iwasaki, T.¹ Tatsuoka, F.² Takagi, Y.³

11
- 0000407777
- (1948) 'Pressure in Silos.' Proc., 2nd ICSMFE , vol.1 , pp. 103-107
- Jaky, J.¹

12
- 0007584147
- (1992) LAYSOL: A Computer Program for the Dynamic Analysis of Layered Soils
- Kausel, E.¹

13
- 0026853689
- Frequency domain analysis of undamped systems
- ASCE
- (1992) J. Engrg. Mech. , vol.118 , Issue.4 , pp. 721-734
- Kausel, E.¹ Roesset, J.M.²

14
- 0007584148
- Deformational characteristics of soils at small to intermediate strains from cyclic tests
- (1991) PhD Dissertation, Geotech. Engrg., Dept. of Civ. Engrg., University of Texas at Austin, Austin, Tex.
- Kim, D.S.¹

15
- 0003140358
- Preparing test specimens using undercompaction
- (1978) Geotech. Testing J. , vol.1 , Issue.1 , pp. 16-23
- Ladd, R.S.¹

16
- 0023522975
- Modeling the elastic behavior of antigranulocytes materials
- (1987) Int. J. Numer. and Analytical Methods in Geomech. , vol.11 , Issue.5 , pp. 521-542
- Lade, P.V.¹ Nelson, R.B.²

17
- 0003581065
- Dynamic properties of remolded and undisturbed soil samples tested at high confining pressures
- Electrical Power Research Institute, Palo Alto, Calif.
- (1993) Geotech. Engrg. Rep. GR93-6
- Laird, J.P.¹ Stokoe, K.H.²

18
- 0005708254
- Shear moduli and material damping of San Francisco Bay mud
- (1982) MS Thesis, University of Texas at Austin, Austin, Tex.
- Lodde, P.F.¹

19
- 0020230205
- Double deformation mechanism for sand
- (1982) Proc., 4th Int. Conf. Numer. Methods and Adv. in Geomech.
- Loret, B.¹ Luong, M.P.²

20
- 0027789266
- The coefficient of earth pressure at rest
- (1993) CGJ , vol.30 , Issue.4 , pp. 647-666
- Mesri, G.¹ Hayat, T.M.²

21
- 0026614677
- A non-linear numerical model for soil mechanics
- (1992) Int. J. Numer. and Analytical Methods in Geomech. , vol.16 , Issue.4 , pp. 247-263
- Ng, T.T.¹ Dobry, R.²

22
- 0028380704
- Numerical simulations of monotonic and cyclic loading of granular soil
- ASCE
- (1994) J. Geotech. Engrg. , vol.120 , Issue.2 , pp. 388-403
- Ng, T.T.¹ Dobry, R.²

23
- 0003729593
- Dynamic properties of sand under true triaxial stress states from resonant column/torsional shear tests
- (1987) PhD Dissertation Geotech. Engrg., Dept. of Civ. Engrg., University of Texas at Austin, Austin, Tex.
- Ni, S.H.¹

24
- 0003834902
- A unified constitutive model for sands and clays
- (1994) ScD Thesis, Dept. of Civ. Engrg., Massachusetts Institute of Technology, Cambridge, Mass
- Pestana, J.M.¹

25
- 0003321307
- Model prediction of anisotropic clay behavior due to consolidation stress history
- (1994) Proc., 8th Int. Conf. Comp. Methods and Adv. in Geomech.
- Pestana, J.M.¹ Whittle, A.J.²

26
- 0000167685
- Predicted effects of confining stress and density on shear behavior of sand
- (1995) Proc., 4th Int. Conf. Computational Plasticity , vol.2 , pp. 2319-2330
- Pestana, J.M.¹ Whittle, A.J.²

27
- 0029416126
- Compression model for cohesionless soils
- London
- (1995) Geotechnique , vol.45 , Issue.4 , pp. 611-631
- Pestana, J.M.¹ Whittle, A.J.²

28
- 0024065792
- Modulus and damping due to uniform and variable cyclic loading
- (1988) J. Geotech. Engrg., ASCE , vol.114 , Issue.8 , pp. 861-876
- Ray, R.P.¹ Woods, R.D.²

29
- 0003466716
- Rep. EERC 72-12, Earthquake Engrg. Res. Ctr., University of California, Berkeley, Richmond, Calif.
- (1972) SHAKE. A Computer Program for Earthquake Response Analysis of Horizontally Layered Sites
- Schnabel, P.G.¹ Lysmer, J.² Seed, H.B.³

30
- 0003992081
- Rep. EERC 70-10, Earthquake Engrg. Res. Ctr., University of California, Berkeley, Richmond, Calif.
- (1970) Soil Moduli and Damping Factors for Dynamic Response Analyses
- Seed, H.B.¹ Idriss, I.M.²

31
- 0004064332
- Rep. EERC 84-14, Earthquake Engrg. Res. Ctr., University of California, Berkely, Richmond, Calif.
- (1984) Moduli and Damping Factors for Dynamic Analyses of Cohesionless Soils
- Seed, H.B.¹ Wong, R.T.² Idriss, I.M.³ Tokimatsu, T.⁴

32
- 0022922999
- Moduli and damping factors for dynamic analyses of cohesionless soils
- ASCE
- (1986) J. Geotech. Engrg. , vol.112 , Issue.11 , pp. 1016-1032
- Seed, H.B.¹ Wong, R.T.² Idriss, I.M.³ Tokimatsu, K.⁴

33
- 0016533838
- Stress strain characteristics of sands under cyclic loading
- Tokyo
- (1975) Proc., JSCE , vol.239 , pp. 57-65
- Shibata, T.¹ Soelarno, D.S.²

34
- 0000677698
- Effects of various parameters on the stiffness and damping of soils at small to medium strains
- (1994) Proc., Int. Symp. on Prefailure Deformation Characteristics of Geomaterials
- Stokoe, K.H.¹ Hwang, S.K.² Lee, J.N.³ Andrus, R.D.⁴

35
- 0018478976
- Stress conditions and stress histories affecting shear modulus and damping of sand under cyclic loading
- Tokyo
- (1979) Soils and Found. , vol.19 , Issue.2 , pp. 29-43
- Tatsuoka, F.¹ Iwasaki, T.² Fukushima, S.³ Sudo, H.⁴

36
- 0003774924
- A constitutive model for overconsolidated clays with application to the cyclic loading of friction piles
- (1987) ScM Thesis, Massachusetts Institute of Technology, Cambridge, Mass.
- Whittle, A.J.¹

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