Abstract
Traditional Goan Sarawsat Bunds (TGSB) are ancient embankments used for different purposes. They are extremely cost effective since they are built from materials available in the nearby locations. Their main feature is their bermed structure topped by double row of coconut trees on each side. Engineering design of an embankment from the view point of safety and economy of construction cost is a crucial but unavailable for traditional structures. Parametric studies need to be performed to assess the stability of a slope to the variation height of embankment. This paper presents the design methodology for building TGSB for various heights and the variation of factor of safety considering the effects of coconut tree root zone in the embankment for Goa region.
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References
Engemoen, W.O.: Embankment Dams,—Embankment Design. U.S. Department of the Interior Bureau of Reclamation (2012)
Chok, Y.H., Kaggwa, W.S., Jaksa, M.B., Griffiths, D.V.: Modeling the effects of vegetation on stability of slopes. In: 9th Australia New Zealand Conference on Geomechanics Proceedings, Auckland, pp. 391–397
Gentile, F., Elia, G., Elia, R.: Analysis of the stability of slopes reinforced by roots. Design and Nature V 189, WIT Transactions on Ecology and the Environment, 138, WIT Press. www.witpress.com, ISSN 1743-3541 (2010)
MacNeil, J., Steele, D.P., McMahon, W., Carder, D.R.: Vegetation for slope stability. TRL Report 515 (2001)
Souza, L., Naik, A., Chanekar, T.P., Savoikar, P.: Stability of traditional bunds earthen leaves from Goa. In: Indian Geotechnical Conference, IGC 2016, IIT Madras, Chennai, India (2016)
Chugh, A.: Embankment Dams-Static Stability Analysis. U.S. Department of the Interior, Bureau of Reclamation (2012)
IS:1498-1970: Classification and Identification of Soils for General Engineering Purposes. Bureau of Indian Standards Bhavan, Bahadur Shah Zafar Marg New Delhi (2007)
IS:4999-1991: Recommendations for Grouting of Pervious Soils. Bureau of Indian Standards Bhavan, Bahadur Shah Zafar Marg, New Delhi (2004)
IS:5050-1992: Code of Practice For Design, Construction and Maintenance of Relief Wells. Bureau of Indian Standards Bhavan, Bahadur Shah Zafar Marg, New Delhi (2002)
IS:6068-1994: Pressure Grouting of Rock Foundations in River Valley Projects. Bureau of Indian Standards Bhavan, Bahadur Shah Zafar Marg, New Delhi (2004)
IS:7894-1975: Code of Practice for Stability Analysis of Earth Dams. Bureau of Indian Standards Bhavan, Bahadur Shah Zafar Marg, New Delhi (2002)
IS:8237-1985: Code of Practice for Protection of Slope for Resevoir Embankment. Bureau of Indian Standards Bhavan, Bahadur Shah Zafar Marg, New Delhi (2002)
IS:8414-1977: Guidelines for Design of Under-Seepage Control Measures for Earth and Rockfill Dams. Bureau of Indian Standards Bhavan, Bahadur Shah Zafar Marg, New Delhi (2004)
IS:8816-1978: Guidelines for Design of Large Earth and Rockfill Dams. Bureau of Indian Standards Bhavan, Bahadur Shah Zafar Marg, New Delhi (2002)
IS:9429-1999: Drainage System for Earth and Rockfill Dams—Code Of Practice. Bureau of Indian Standards Bhavan, Bahadur Shah Zafar Marg, New Delhi (1999)
Stephens, T.: Manual on Small Earth Dams. Food and Agriculture Organization of the United Nations, Rome (2010)
IITKGSDMA guidelines for seismic design of earth dams and embankments. Indian Institute of Technology Kanpur & Gujarat State Disaster Management Authority (2005)
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Souza, L., Savoikar, P. (2021). Design of Traditional Goan Saraswat Bunds. In: Patel, S., Solanki, C.H., Reddy, K.R., Shukla, S.K. (eds) Proceedings of the Indian Geotechnical Conference 2019. Lecture Notes in Civil Engineering, vol 138. Springer, Singapore. https://doi.org/10.1007/978-981-33-6564-3_64
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