Stability Analysis of Dyke Using Limit Equilibrium and Finite Element Methods

Aquatic Procedia - Tập 4 - Trang 884-891 - 2015
A. Shivamanth1, Shivakumar S. Athani1, M.K. Desai1, G.R. Dodagoudar2
1S.V. National Institute of Technology, Surat, 395007 INDIA
2Indian Institute of Technology Madras, Chennai 600036, India

Tài liệu tham khảo

ASCE, 2000. Guidelines for Instrumentation and Measurements for Monitoring Dam Performance, ASCE, Reston, Virginia, USA. Choudhury, 2007, Behaviour of Slopes under Static and Seismic Conditions by Limit Equilibrium Method, in Embankments Dams and Slopes: Lessons from the new orleans levee failures and other current issues: Geotechnical Special Publication, ASCE, 161, 1, 10.1061/40905(224)6 Duncan, 2014 El-Ramly, 2003, Probabilistic stability analysis of a tailings dyke on Pre-sheared Clay-Shale, Canadian Geotechnical Journal, 40, 192, 10.1139/t02-095 Flyash Mission, 1994. Technology Project in Mission Mode (TPMM), Ministry of Environment and Forest, Govt. of India, New Delhi. Gandhi, 2005, Design and maintenance of ash pond for fly ash disposal, proceedings of the Indian Geotechnical Conference 2005 held at Nirma Institute of Technology, Ahmedabad, 1, 85 Gulhati, 2005 Morgenstern, 1965, The analysis of the stability of general slip surfaces, Geotechnique, 15, 79, 10.1680/geot.1965.15.1.79 SLOPE/W., 2007. SLOPE/W Analysis User's Guide, GEO-SLOPE International Ltd., Calgary, Alberta, Canada. Spencer, 1967, A method of analysis of embankments assuming parallel inter-slice forces, Geotechnique, 17, 11, 10.1680/geot.1967.17.1.11