Experiments on loess as intermediate cover in landfills in northwest China

Expand
  • 1. Xi’an Solid Waste Administration, Xi’an 710038, China;
    2. College of Environmental Science and Engineering, Tongji University, Shanghai 200092, China

Received date: 2015-06-09

  Online published: 2016-08-30

Abstract

The functions of intermediate covering layer of landfill include temporary enclosure of garbage, control of rainfall infiltration, reducing mosquito breeding, etc. High density polyethylene (HDPE) film is easy to pierce to cause rain infiltration, but the cost is high. The northwest area of China is dry, with loess widely distributed. It is convenient to be used as a landfill intermediate cover. Experimental studies are carried out on tamping construction, impervious performance and impervious performance deterioration after wetting and drying cycles. The results show that the saturated permeability coefficient of loess increases with increasing dry density. Dry density reaches 1.60 g/cm3 when its permeability is from 10−7 cm/s to 10−6 cm/s. The field double ring in situ experimental permeability coefficient is 8.37×10−8 cm/s, about double as in the indoor test. With the natural drying wetting cycle condition of saturated infiltration coefficient being 1.18×10−6 cm/s, it is 14 times greater than the condition without crack. Adding a soil vegetation layer with thickness of 15 cm, cracking of loess is suppressed.

Cite this article

SHI Wei1, CHAI Xiaoli2 . Experiments on loess as intermediate cover in landfills in northwest China[J]. Journal of Shanghai University, 2016 , 22(4) : 505 -514 . DOI: 10.3969/j.issn.1007-2861.2015.03.019

References

[1] 贾官伟. 固废堆场终场土质覆盖层中水分运移规律及调控方法研究[D]. 杭州: 浙江大学, 2010.
[2] 刘川顺, 赵慧, 罗继武. 垃圾填埋腾发覆盖系统渗沥控制试验和数值模拟[J]. 环境科学, 2009, 30(1): 289-296.
[3] 王康, 刘川顺, 王富庆, 等. 腾发覆盖垃圾填埋场覆盖层机理试验研究及结构分析[J]. 环境科学, 2007, 28(10): 2307-2314.
[4] 张文杰, 邱战洪, 朱成仁, 等. 长三角地区填埋场ET封顶系统的性能评价[J]. 岩土工程学报, 2009, 31(3): 384-389.
[5] 张文杰. 城市生活垃圾填埋场中水分运移规律研究[D]. 杭州: 浙江大学, 2007.
[6] 詹良通, 焦卫国, 孔令刚, 等. 黄土作为西北地区填埋场土质覆盖层材料可行性及设计厚度分析[J]. 岩土力学, 2014, 12(3): 384-389.
[7] 中国气象科学研究院. QX/T 52—2007, 干湿气候分区[S]. 北京: 全国气象防灾减灾标准化技术委员会, 2010.
[8] Bosscher P. The Windows 95/98/NT implementation of UNSAT-H [D]. Madison: University of Wisconsin, 1999.
[9] Chen C. Meteorological conditions for design of monolithic alternative earthen covers (AEFCs)[D]. Madison: University of Wisconsin, 1999.
[10] Albright W H, Gee G W. Alternative cover assessment project phase I report [R]. Las Vegas: University and Community College System of Nevada, 2002: 1-203.

Outlines

/