Experimental study on dual capillary barrier using recycled asphalt pavement materials

被引:58
作者
Harnas, F. R. [1 ]
Rahardjo, H. [1 ]
Leong, E. C. [1 ]
Wang, J. Y. [1 ]
机构
[1] Nanyang Technol Univ, Sch Civil & Environm Engn, Singapore 639798, Singapore
关键词
water storage; dual capillary barrier; infiltration column; volumetric water content; recycled asphalt; WATER CHARACTERISTIC CURVE; LANDFILL COVER; ANTECEDENT RAINFALL; SEMIARID REGIONS; LAYERED SOILS; COARSE SOILS; INFILTRATION; BALANCE; SLOPE; CAPACITY;
D O I
10.1139/cgj-2013-0432
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
The performance of a capillary barrier cover as a cover system is affected by the ability of the capillary barrier to store water. To increase the water storage of a capillary barrier cover, the dual capillary barrier (DCB) concept is proposed. The objective of this paper is to investigate the water storage of the proposed DCB as compared to the storage of a traditional single capillary barrier (SCB). The investigation is conducted using two one-dimensional infiltration column tests under different rainfall conditions. The results show that a DCB stores more water as compared to SCB. The results show that the fine-grained layers of a DCB have higher volumetric water contents during drainage as compared to that of the fine-grained layer of an SCB. The higher volumetric water content is caused by the fact that the thickness of the layers in a DCB corresponds to a pore-water pressure head range where the material has the highest volumetric water content. In addition, a slower drainage rate is resulted from additional layering in a DCB.
引用
收藏
页码:1165 / 1177
页数:13
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