Study of underwater density after riprap construction with geo-centrifuge

Physical Modelling in Geotechnics, 6th ICPMG'06 - Proceedings of the 6th International Conference on Physical Modelling in Geotechnics

Volumn 1-2, Issue , 2006, Pages 425-429

  Hou, Y J ^a  

^a CHINA INSTITUTE OF WATER RESOURCES AND HYDROPOWER RESEARCH   (China)

Author keywords

[No Author keywords available]

Indexed keywords

COFFERDAMS; HYDRAULIC STRUCTURES; LEVEES; ROCK MECHANICS; SEAWATER;

CENTRIFUGE MODELING; DIKE CONSTRUCTION; G ACCELERATION; GEOTECHNICAL CENTRIFUGES; IN-SITU TEST; MATERIAL DENSITY; THREE GORGES PROJECT; WEATHERED GRANITES;

CENTRIFUGES;

EID: 68049111003     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: 10.1201/noe0415415866.ch58     Document Type: Conference Paper

References (5)

1. Hou, Y.J. 1995. Centrifuge modeling of plastic drains in soft foundation treatment. In Chinese Journal of Dam Monitoring and Geotechnical Testing, 19(5).
2. Hou,Y.J. & Bian, J.H. 2005. Centrifuge modeling of density increase in soft foundation after riprap dike construction. Recent Development of Geotechnical Engineering in Soft Ground, Shanghai: 711-715.
3. Li,Q.Y.&Cheng, Z.L. 2005.Analysis of the behavior of stage two cofferdam of TGP. Chinese Journal of Geotechnical Engineering Vol. 27 (4): 38-41.
4. Liu, S.H.&Cai, Z.Y. 1996. Study on the soil casting facility in centrifuge modeling. In Chinese Journal of Geotechnical Engineering Vol. 18 (3): 74-79 (in Chinese).
5. Terashi, M. & Kitazume, M. 1988. Behavior of a fabric reinforced clay ground under an embankment. In Proceeding of the International Conference on Geotechnical Centrifugal Modeling, Paris: 222-252.