Stability analysis of an earth dam under steady state seepage

Computers and Structures

Volumn 58, Issue 6, 1996, Pages 1075-1082

  Huang, Tien Kuen ^a  

^a NATIONAL CHUNG HSING UNIVERSITY   (Taiwan)

Author keywords

[No Author keywords available]

Indexed keywords

FAILURE (MECHANICAL); FINITE ELEMENT METHOD; FUNCTIONS; MATHEMATICAL MODELS; NUMERICAL METHODS; RESERVOIRS (WATER); SAFETY FACTOR; SEEPAGE; SOILS; STABILITY; STRESSES; STRUCTURAL ANALYSIS;

EARTH DAMS; STABILITY ANALYSIS; TAIWAN; TRIAL AND ERROR METHOD;

DAMS;

EID: 0030105624     PISSN: 00457949     EISSN: None     Source Type: Journal    
DOI: 10.1016/0045-7949(95)00230-8     Document Type: Article

References (15)

1. I. Nelson and G. Y. Baladi, Outrunning ground shock computed with different models. J. Engng Mech. Div. ASCE 103, 377-393 (1977).
2. G. Y. Baladi and B. Rohani, An elastic plastic constitutive model for saturated sand subjected to monotic and or cyclic loadings. In: Proc: 3rd Conf. on Numerical Methods in Geomechanical, University of Aachen. Aachen, West Germany, pp. 389-404 (1979).
3. W. F. Chen and W. O. McCarron, Modeling of soils and rocks based on concepts of plasticity. In: Proc. Symp. on Recent Developments in Laboratory and Field Tests and Analysis of Geolechnical problems, pp. 467-510. Asian Institute of Technology, Bangkok, Thailand (1983).
4. E. Minuzo and W. F. Chen, Plasticity modeling and its application to geomechanics. In: Proc. Symp. on Recent Developments in Laboratory and Field Tests and Analysis of Geotechnical Problems, Rotterdam, The Netherlands, pp. 391-426 (1984).
5. R. P. Daddazio, M. M. Ettouney and I. S. Sandler, Nonlinear dynamic slope stability analysis. J. Geotech. Engng ASCE 113, 285-298 (1987).
6. W. O. McCarron and W. F. Chen, A capped plasticity model applied to Boston blue clay. Can. Geotech. J. 24, 630-644 (1987).
7. T. K. Huang and W. F. Chen, Simple procedure for determining cap-plasticity-model parameters. J. Geotech. Engng ASCE 116, 492-513 (1990).
8. S. J. Lacy and J. H. Prevost, Flow through Porous media: a procedure for locating the free surface. Int. J. numer Anal. Meth. Geomech. 11, 585-601 (1987).
9. W. F Chen and G. Y. Baladi, Soil Plasticity: Theory and Implementation. Elsevier, New York (1985).
10. W. F. Chen and E. Mizuno, Nonlinear Analysis in Soil Mechanics. Elsevier, Amsterdam (1990).
11. F. L. DiMaggio and I. S. Sandler, Material model for granular soils. J. Geotech. Engng ASCE 97, 935-950 (1971).
12. L. R. Herrmann, Y. F. Dafalias and J. S. DeNatale, Numerical implementation of a bounding surface soil plasticity model. In: Proc. Int. Symp. on Numerical Models in Geomech., Zurich, Switzerland, pp. 334-343 (1982).
13. H. Brezis, D. Kinderlehrer and G. Stampacchia, Sur une nouvelle formulation due probleme de l'ecoulement a travers une digue. C.R. Acad. Sci. Paris 287, 711-714 (1978).
14. T. Y. Chang, A Nonlinear Finite Element Analysis Program, NFAP. Vols 1, 2. University of Akron, OH (1980).
15. T. K. Huang and W. F. Chen, Embankment widening and grade raising on soft foundation soils: computer program implementation, CE-STR-91-3, Purdue University, West Lafayette, IN (1991).