Anisotropy and its relation to liquefaction resistance of granular material

Soils and Foundations

Volumn 43, Issue 5, 2003, Pages 149-159

  Ishibashi, Isao ^a   Capar, Omer F ^b,c  

^a Old Dominion University   (United States)

^b ZONGULDAK KARAELMAS UNIVERSITY   (Turkey)

^c OLD DOMINION UNIVERSITY   (United States)

Author keywords

Anisotropy; Discrete element model; Elastic modulus; Granular material; Laboratory test; Liquefaction; Numerical simulation; Piezoelectric sensor; Wave velocity (IGC: D7)

Indexed keywords

ANISOTROPY; COMPUTER SIMULATION; ELASTIC MODULI; FINITE DIFFERENCE METHOD; LIQUEFACTION; PIEZOELECTRIC DEVICES; SHEAR WAVES; STRESS ANALYSIS;

LABORATORY TESTS; LIQUEFACTION RESISTANCE; PIEZOELECTRIC SENSORS; WAVE VELOCITY (IGC:D7);

GRANULAR MATERIALS;

EID: 24744446456     PISSN: 00380806     EISSN: None     Source Type: Journal    
DOI: 10.3208/sandf.43.5_149     Document Type: Article

References (19)

1. Agarwal, T. K. and Ishibashi, I. (1992): Anisotropic elastic constants of granular assembly from wave velocity measurements, Advances in Micromechanics of Granular Materials, (eds. by Shen, H. et al.), Elsevier, 51-60.
2. Andrus, R. D. and Stokoe, K. H. (2000): Liquefaction resistance of soils from shear wave velocity, J. of Geotech. and Geoenvironmental Engrg., 126(11), 1015-1025.
3. Arulmoli, K., Arulanandan, K. and Seed, H. B. (1985): New method for evaluation liquefaction potential, J. of Geotech. Engrg., 111(1), 95-114.
4. Capar, O. F. (2000): Determination of Anisotropy of Granular Materials and Its Relation to Liquefaction Resistance under Cyclic Loading, Ph.D. dissertation, Old Dominion University, Norfolk, Virginia.
5. Cundall, P. A. (1988): Computer simulations of dense sphere assemblies, Mechanics of Granular Materials, (eds. by Satake, M. and Jenkins, J. T.), Elsevier, 113-123.
6. De Alba, P., Baldwin, K., Janoo, V., Roe, G. and Celikkol, B. (1984): Elastic-wave velocities and liquefaction potential, Geotech. Testing J., 7(2), 77-87.
7. max using bender elements, Proc. of Recent Advances in Instrumentation, Data Acquisition and Testing in Soil Dynamics, ASCE, 79-107.
8. Finn, W. D. L., Vaid, Y. P. and Bhatia, S. K. (1978): Constant volume cyclic simple shear testing, Proc. 2nd Int. Conf. on Microzonation, San Francisco, 2, 839-851.
9. Ishibashi, I. and Agarwal, T. K. (1991): Multi-directional wave velocity by piezoelectric crystals, Proc. of Recent Advances in Instrumentation Data Acquisition and Testing in Soil Dynamics, ASCE, 102-117.
10. Ishibashi, I. and Kiku, H. (1995): Effect of initial anisotropy on liquefaction potential by discrete element model., Proc. First Int. Conf. on Earthquake Geotech. Engrg. (IS-TOKYO '95), (ed. by Ishihara, K.), II, Balkema, Rotterdam, 863-868.
11. Ladd, R. S. (1974): Specimen preparation and liquefaction of sands, J. of Geotech. Engrg. Div., 100(GT10), 1180-1184.
12. Mulilis, J. P., Seed, H. B., Chan, C. K., Mitchell, J. K. and Arulanandan, K. (1977): Effects of sample preparation on sand liquefaction, J. of the Geotech. Engrg. Div., 103 (GT, GT2), 91-108.
13. Tatsuoka, F., Ochi, K., Fuji, S. and Okamoto, M. (1986): Cyclic undrained triaxial and torsional shear strength of sands for different sample preparation methods, Soils and Foundations, 26 (3), 23-41.
14. 0 conditions, Geotech. Testing J., 13(2), 97-105.
15. Toki, S., Tatsuoka, F., Miura, S., Yoshimi, Y., Yasuda, S. and Makihara, Y. (1986): Cyclic undrained triaxial strength of sand by a cooperative test program, Soils and Foundations, 26(3), 117-138.
16. Tokimatsu, K., Yamazaki, T. and Yoshimi, Y. (1986): Soil liquefaction evaluations by elastic shear moduli. Soils and Foundations, 26(1), 25-35.
17. Tokimatsu, K. and Uchida, A. (1990): Correlation between liquefaction resistance and shear wave velocity, Soils and Foundations, 30(2), 33-42.
18. Yoshimi, Y., Tokimatsu, K., Kaneko, O. and Makihara, Y. (1984): Undrained cyclic shear strength of a Niigata sand, Soil and Foundation, 24(4), 131-145.
19. Yoshimi, Y., Tokimatsu, K. and Hosaka, Y. (1989): Evaluation of liquefaction resistance of clean sands based on high-quality undisturbed samples, Soils and Foundations, 29(1), 93-104.