Influence of biochar addition on gas permeability in unsaturated soil

Author:

Garg A.1,Bordoloi S.2,Ni J.3,Cai W.1,Maddibiona P. G.1,Mei G.4,Poulsen T. G.5,Lin P.1

Affiliation:

1. Department of Civil and Environmental Engineering, Shantou University, Guangdong, China.

2. Department of Civil Engineering, Indian Institute of Technology Guwahati, Guwahati, India.

3. Department of Civil and Environmental Engineering, the Hong Kong University of Science and Technology, Hong Kong SAR.

4. Department of Civil Engineering and Architecture, Guangxi University, China.

5. Department of Environmental Engineering, Guangdong Technion Israel Institute of Technology (GTITT), Guangdong, China.

Abstract

Biochar (BC) has been proposed as an alternative soil amendment in landfill cover. Its effects on soil hydraulic properties (e.g. soil water retention) have been explored to some extent, while its influence on landfill gas flow characteristics is not clear yet. The objective of this study is to investigate the water retention and gas permeability (kg) of BC-amended soil and its relationship with soil water content in unsaturated state. In total, three BC contents (0, 5 and 10%) were considered in clay–sand mixtures. Soil suction, water content and gas pressure were measured continuously using a new in-house developed apparatus. Test results show that the presence of BC increased soil water content and the increased amount was almost the same over a wide range of suction values (up to 3 MPa). kg increased linearly with soil suction in semi-log scale, regardless of the BC content. The addition of 5 and 10% of BC could decrease kg by up to 50 and 65%, respectively, compared with that of the bare soil. kg decreased with water content for both soil and BC -amended soils. Moreover, the decrease rate of kg with water content became smaller when the BC percentage was higher.

Publisher

Thomas Telford Ltd.

Subject

Earth and Planetary Sciences (miscellaneous),Geotechnical Engineering and Engineering Geology

Reference34 articles.

1. ASTM (2007a). D422-63: Standard test method for particle-size analysis of soils. West Conshohocken, PA, USA: ASTM International.

2. ASTM (2007b). D698-07: Standard test methods for laboratory compaction characteristics of soil using standard effort (12 400 ft-lbf/ft3 (600 kN-m/m3)). West Conshohocken, PA, USA: ASTM International.

3. ASTM (2014). D854-14: Standard test methods for specific gravity of soil solids by water pycnometer. West Conshohocken, PA, USA: ASTM International.

4. ASTM (2017). D4318-17e1: Standard test methods for liquid limit, plastic limit, and plasticity index of soils. West Conshohocken, PA, USA: ASTM International.

5. ASTM (2018). D4972-18: Standard test methods for pH of soils. West Conshohocken, PA, USA: ASTM International.

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