Research on the Anchorage Technology of Steep Slope in Sanitary Landfill

Ping Li; Heng Wang; Ying Xin

doi:10.4028/www.scientific.net/AMM.580-583.143

Paper Titles

Numerical Simulation of Load Transfer Mechanism of T-Shaped Soil-Cement Deep Mixing Column
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One-Dimensional Consolidation Modelling for Unlayered Soil
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Practical and Experimental Study of Grouting Anchor in Slope Reinforcement Engineering
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Reliability Analysis on the Foundation Bearing Capacity in Ningbo Rail Transit Engineering
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Research on the Anchorage Technology of Steep Slope in Sanitary Landfill
p.143

Study on Graphic Method for the Stability of High Loess Slopes Based on MATLAB
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Analysis about Stability of a Slope
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Analysis of Micro-Seismic Monitoring Vibration on the Adjacent Buried Pipeline Affected by Impacting of Punching Pile Construction
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Consolidation of Unsaturated Soils due to Dissipation of Pore-Air Pressure
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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 580-583Research on the Anchorage Technology of Steep...

Research on the Anchorage Technology of Steep Slope in Sanitary Landfill

Abstract:

The process of urbanization has brought prosperity of economy and improvement of people's living standard, but larger and larger life garbage in the city could be found due to excessive concentration of population. Sanitary landfill method has been widely applied in many cities for convenience and economy. Anti-seepage treatment and anchorage technology are two key issues to reduce the pollution of leachate on surrounding environment and underground water sources with construction of modern sanitary landfill area. In this paper, the anchorage technology of high-density polyethylene (HDPE) membrane was researched on the steep slope in the valley-type sanitary landfill. The test and theory of anchorage were also studied in the northwest region. The results show that anchorage force reaches the maximum when the anchoring platform is horizontal. It keeps the geomembrane more stable if the slope angle is within 45° when the slope height is over 6m.

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Periodical:

Applied Mechanics and Materials (Volumes 580-583)

Pages:

143-147

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.580-583.143

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Online since:

July 2014

Authors:

Ping Li, Heng Wang*, Ying Xin

Keywords:

Anchoring Trench, HDPE Membrane, Limit Equilibrium Theory, Sanitary Landfill

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