Abstract
This paper presents the results of a study undertaken to enhance the stability of a landfill on sloping ground of a hilly region. The base of the landfill has a significant elevation difference from one end to the other causing an overall inclination of the base with the horizontal. The study highlights the influence of the following factors on the base sliding stability along the geomembrane interface as: (a) leachate head; (b) pore water pressures in wet waste; (c) seismic forces and (d) smooth versus textured geomembrane (GM). Limit equilibrium methodology is adopted for analyses and three types of failure surfaces are analysed – circular, planar (single straight line) and planar (two straight lines). The study reveals that stability against sliding along liner is low, whenever (a) pore pressures/leachate head are high; (b) earthquake forces are large and (c) smooth GM are used. Usually planar failure surface (two straight lines) is observed as the critical surface.
Furthermore, it is also observed that the stability of the sloping liner can be enhanced significantly by providing adequate size of earthen berm at the toe. After application of the berm at the toe, the possible critical failure surface may pass over the back slope of the berm or pass under the bottom of the berm. This depends on the geometric dimensions (height & base-width/back slope) of the berm. Planar failure surfaces (two and three straight lines) are analysed to check the stability. The study reveals that by varying the berm height as well as the base width, one can arrive at an optimal solution for stability.
Access this chapter
Tax calculation will be finalised at checkout
Purchases are for personal use only
References
Bergado DT, Ramana GV, Sia HI, Varun H (2006) Evaluation of interface shear strength of composite liner system and stability analysis for a landfill lining system in Thailand. Geotext Geomembr 24(6):371–393
Blight GE (2007) Interpretations of surface movement of a landfill built on steepy sloping ground. A cautionary case history. Waste Manag Res 8(25):572–584
Fredlund DG, Krahn J (1976) The relationship between limit equilibrium slope stability methods. In: Geotechnical conference proceedings, Vancover, British Coluombia
Koerner RM, Soong T-Y (2000) Leachates in landfills—the stability issues. Geotext Geomembr 18(8):293–309
Seed RB, Mitchell JK, Bolton H (1990) Kettleman hills waste landfill slope failure I: liner system properties. J Geotech Eng 116(4):447–668
Author information
Authors and Affiliations
Corresponding author
Editor information
Editors and Affiliations
Rights and permissions
Copyright information
© 2019 Springer Nature Singapore Pte Ltd.
About this paper
Cite this paper
Mahanta, A., Datta, M., Ramana, G.V. (2019). Stability Enhancement of Landfills on Sloping Ground Using Earthen Berms at the Toe. In: Zhan, L., Chen, Y., Bouazza, A. (eds) Proceedings of the 8th International Congress on Environmental Geotechnics Volume 2. ICEG 2018. Environmental Science and Engineering(). Springer, Singapore. https://doi.org/10.1007/978-981-13-2224-2_34
Download citation
DOI: https://doi.org/10.1007/978-981-13-2224-2_34
Published:
Publisher Name: Springer, Singapore
Print ISBN: 978-981-13-2223-5
Online ISBN: 978-981-13-2224-2
eBook Packages: Earth and Environmental ScienceEarth and Environmental Science (R0)