Strain-rate-dependent stress-strain behavior of overconsolidated Hong Kong marine clay

Canadian Geotechnical Journal

Volumn 37, Issue 6, 2000, Pages 1272-1282

  Zhu, J G ^a   Yin, J H ^a  

^a HONG KONG POLYTECHNIC UNIVERSITY   (Hong Kong)

Author keywords

Clay; Overconsolidated; Pore water pressure; Shear strength; Strain rate effects; Triaxial

Indexed keywords

EID: 57249083947     PISSN: 00083674     EISSN: None     Source Type: Journal    
DOI: 10.1139/t00-054     Document Type: Article

References (17)

1. Long term behavior of Mexico City clay
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6. Stress-deformation and strength characteristics
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8. Effect of strain rate upon undrained shear resistance of a saturated remoulded fat clay
9. Stress strain time constitutive model
10. Rate-dependent undrained shear behavior of saturated clay
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12. Elastic viscoplastic modeling of the time-dependent stress-strain behaviour of soils
13. Time-dependent stress-strain behavior of soft Hong Kong marine deposits