Experimental study on dual capillary barrier using recycled asphalt pavement materials

Author:

Harnas F.R.1,Rahardjo H.2,Leong E.C.3,Wang J.Y.4

Affiliation:

1. School of Civil and Environmental Engineering, Nanyang Technological University, Blk N1, B4c-10 Nanyang Avenue, Singapore 639798.

2. School of Civil and Environmental Engineering, Nanyang Technological University, Blk N1, 01a-02 Nanyang Avenue, Singapore 639798.

3. School of Civil and Environmental Engineering, Nanyang Technological University, Blk N1, 01c-80 Nanyang Avenue, Singapore 639798.

4. School of Civil and Environmental Engineering, Nanyang Technological University, Blk N1, 01b-45 Nanyang Avenue, Singapore 639798.

Abstract

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.

Publisher

Canadian Science Publishing

Subject

Civil and Structural Engineering,Geotechnical Engineering and Engineering Geology

Reference36 articles.

1. Field Performance of a Compacted Clay Landfill Final Cover at a Humid Site

2. ASTM. 1997. Standard test method for measurement of hydraulic conductivity of saturated porous materials using a flexible wall permeameter. ASTM standard D5084-90. In Annual book of ASTM standards, Sect. 04. Vol. 04-08. American Society for Testing and Materials (ASTM), West Conshohocken, Pa.

3. ASTM. 1998. Standard test method for particle-size analyses of soils. ASTM standard D422-63. In Annual book of ASTM standards, Sect. 04. Vol. 04-08. American Society for Testing and Materials (ASTM), West Conshohocken, Pa.

4. ASTM. 2000. Standard test method for capillary-moisture relationships for coarse- and medium-textured soils by porous late apparatus. ASTM standard 2325-68. In Annual book of ASTM standards, Sect. 04. Vol. 04-08. American Society for Testing and Materials (ASTM), West Conshohocken, Pa.

5. ASTM. 2002a. Standard test method for specific gravity of soil solids by water pycnometer. ASTM standard D854-02. In Annual book of ASTM standards, Sect. 04. Vol. 04-08. American Society for Testing and Materials (ASTM), West Conshohocken, Pa.

Cited by 47 articles. 订阅此论文施引文献 订阅此论文施引文献,注册后可以免费订阅5篇论文的施引文献,订阅后可以查看论文全部施引文献

同舟云学术

1.学者识别学者识别

2.学术分析学术分析

3.人才评估人才评估

"同舟云学术"是以全球学者为主线,采集、加工和组织学术论文而形成的新型学术文献查询和分析系统,可以对全球学者进行文献检索和人才价值评估。用户可以通过关注某些学科领域的顶尖人物而持续追踪该领域的学科进展和研究前沿。经过近期的数据扩容,当前同舟云学术共收录了国内外主流学术期刊6万余种,收集的期刊论文及会议论文总量共计约1.5亿篇,并以每天添加12000余篇中外论文的速度递增。我们也可以为用户提供个性化、定制化的学者数据。欢迎来电咨询!咨询电话:010-8811{复制后删除}0370

www.globalauthorid.com

TOP

Copyright © 2019-2024 北京同舟云网络信息技术有限公司
京公网安备11010802033243号  京ICP备18003416号-3