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Volumn 40, Issue 3, 2000, Pages 101-110

Change of small strain quasi-elastic deformation properties during undrained cyclic torsional shear and triaxial tests of toyoura sand

Author keywords

Liquefaction; Sand; Shear modulus; Torsional shear; Triaxial test; Young's modulus (IGC: D6 D7)

Indexed keywords


EID: 0008761769     PISSN: 00380806     EISSN: None     Source Type: Journal    
DOI: 10.3208/sandf.40.3_101     Document Type: Article
Times cited : (27)

References (12)
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  • 6
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    • Elastoplastic deformation characteristics of Toyoura sand during liquefaction
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  • 7
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    • (1999) Physics and Mechanics of Soil Liquefaction , pp. 121-132
    • Koseki, J.1    Sato, T.2    Maeshiro, N.3    Urano, I.4
  • 8
    • 0002188316 scopus 로고    scopus 로고
    • A triaxial testing system to evaluate stress-strain behavior of soils for wide range of strain and strain rate
    • Santucci de Magistris, F., Koseki, J., Amaya, M., Hamaya, S., Sato, T. and Tatsuoka, F. (1999): "A triaxial testing system to evaluate stress-strain behavior of soils for wide range of strain and strain rate," Geotech. Testing J., Vol. 22, pp. 44-60.
    • (1999) Geotech. Testing J. , vol.22 , pp. 44-60
    • De Santucci Magistris, F.1    Koseki, J.2    Amaya, M.3    Hamaya, S.4    Sato, T.5    Tatsuoka, F.6
  • 9
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    • (1994) Pre-failure Deformation of Geomaterials , vol.1 , pp. 63-68
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  • 10
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    • Stiffness of hard soils and soft rocks in engineering applications
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    • (1995) Pre-failure Deformation of Geomaterials , vol.2 , pp. 947-1043
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    • (1996) Soils and Foundations , vol.36 , Issue.4 , pp. 127-133
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* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.