The Application of Vertical Anti-Seepage in Modern Landfill

Sheng Hua Ye; Han Bo Dan; Ying Dong Tang; Yu Jing Mao; Jing Jing Luo; Yun Ding

doi:10.4028/www.scientific.net/AMR.610-613.1751

Paper Titles

Impacts of Ultrasound and Ozone Disinfection of WWTPs Secondary Effluent
p.1735

Nitrification of Municipal Wastewater by Suspended Medium Bioreactor
p.1739

Study on Municipal Wastewater Treated by Biological Aerated Filter
p.1743

The Feasibility Analysis of Applying SCR Technology to Regenerative Combustion System
p.1747

The Application of Vertical Anti-Seepage in Modern Landfill
p.1751

Phenol Degradation by TiO₂ Nanotubes Film Electrode Electrocatalytic Technology
p.1756

Start-up and Steady Operation of Shortcut Nitrification System to Treat Wastewater
p.1760

Experimental Study of the Effects of Fuel Quality and Pollution Control Devices on SOF and PAHs Emissions in PM for HD Diesel Engine
p.1764

Performance of a Subsurface Wastewater Infiltration System (SWIS) Using a Novel Biosubstrate
p.1770

HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 610-613The Application of Vertical Anti-Seepage in Modern...

The Application of Vertical Anti-Seepage in Modern Landfill

Abstract:

Firstly, several common vertical anti-seepage forms for modern sanitary landfill are reviewed and compared. According to the unreasonable calculation method of the wall thickness in the New Code, this paper proposes a reasonable calculation method of the wall thickness through the two engineering project cases: valley type and plain type landfill, reflecting on the reasonable choice of the vertical anti-seepage forms. For the valley type landfill where the cover layer has a certain thickness, jet grouting pile and post grouting is proposed for the anti-seepage; for the plain type landfill whose foundation is composed of clay or sandy soil, the cement mixing pile is proposed for the anti-seepage.

You might also be interested in these eBooks

Progress in Environmental Science and Engineering

View Preview

Info:

Periodical:

Advanced Materials Research (Volumes 610-613)

Pages:

1751-1755

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.610-613.1751

Citation:

Cite this paper

Online since:

December 2012

Authors:

Sheng Hua Ye, Han Bo Dan, Ying Dong Tang, Yu Jing Mao, Jing Jing Luo, Yun Ding

Keywords:

Cement Mixing Pile, Grouting Method, Jet Grouting Pile, Plastic Concrete Wall, Thickness of the Wall, Vertical Anti-Seepage

Export:

RIS, BibTeX

Price:

Permissions CCC:

Request Permissions

Permissions PLS:

Request Permissions

Сopyright:

Citation:

References

[1] L.K. Philip: Engineering Geology Vol.60 (2001), pp.209-221.

Google Scholar

[2] E.I. Anderson and E. Mesa: Advances in Water Resources Vol.29 (2006), p.89–98.

Google Scholar

[3] J.T. Henning, J.C. Evans and C.D. Shackelford: Journal of Geotechnical and Geoenvironmental Engineering ASCE Vol.132 (2006), pp.1243-1249.

Google Scholar

[4] Z.R. Li, C.F. Zhao and S.H. Zhang, in: Underground and foundation reinforcement engineering technology, published by China Architecture & Building Press, China (2005), in Chinese.

Google Scholar

[5] X.D. Qian, Z.P. Guo and J.Y. Shi, etc., in: The design and construction of modern sanitary landfill, published by China Architecture & Building Press, China (2001), in Chinese.

Google Scholar

[6] Y.C. Yao and Z.W. Bao: Environmental Engineering Vol.26(3) (2008), pp.29-32, in Chinese.

Google Scholar

[7] CJJ176-2012: Technical Code for Geotechnical Engineering of Municipal Solid Waste Sanitary Landfill, published by China Architecture & Building Press, China (2012), in Chinese.

Google Scholar