Finite element analysis of construction stability of Thika Dam

Author:

Day R.A,Hight D.W,Potts D.M

Publisher

Elsevier BV

Subject

Computer Science Applications,Geotechnical Engineering and Engineering Geology

Reference4 articles.

1. Attewill LJ, Bruggemann DA. Some experience with the use of halloysitic soil at Thika Dam, Kenya. Proceedings of the 19th ICOLD, Florence, Italy, 26–30 May, 1997. Question 73, report 15, 1997. p. 227–45.

2. Atkinson JH, Bransby PL. The Mechanics of soils. An introduction to critical state soil mechanics. McGraw–Hill, Maidenhead, UK, 1978.

3. Roscoe KH, Burland JB. On the generalised stress-strain behaviour of ‘wet’ clay. In Heyman J, Leckie FA, editors. Engineering plasticity. Cambridge University Press, London, 1968. p. 535–609.

4. The effect of plastic potential in boundary value problems;Potts;Int. J. Numer. Anal. Meth. Geomech.,1984

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