Effects of fabric on steady state and liquefaction resistance

Proceedings of the International Offshore and Polar Engineering Conference

Volumn 2, Issue , 2001, Pages 524-529

  Chen, Y C ^a   Chuang, J C ^a  

^a NATIONAL TAIWAN UNIVERSITY OF SCIENCE AND TECHNOLOGY   (Taiwan)

Author keywords

Fabric; Liquefaction resistance; Sample preparation; Steady state; Stress path

Indexed keywords

COMPRESSION TESTING; CYCLIC LOADS; MOISTURE DETERMINATION; SHEAR DEFORMATION; SOIL LIQUEFACTION; STRESS ANALYSIS;

COMPRESSION LINES; STRESS PATHS;

SOIL TESTING;

EID: 0034868151     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Conference Paper

References (14)

1. A state parameter for sands
2. The critical state of sands
3. Steady-state strength analysis of lower San Fernando dam slide
4. State parameters and liquefaction resistance of sand
5. Liquefaction flow failure of silty sand by torsional cyclic tests
6. Minimum undrained strength versus steady-state strength of sands
7. Effect of gradation and fines content on the undrained response of sand
8. Constant-volume friction angle of granular materials
9. Initial fabric and their relations to mechanical properties of granular material
10. The steady state of deformation
11. Liquefaction evaluation procedure
12. Cyclic and monotonic undrained response of saturated sands
13. Stress path and steady state