Gas permeability and water retention of a repacked silty sand amended with different particle sizes of peanut shell biochar

Author:

Chen Zhongkui1ORCID,Chen Chaowei2,Kamchoom Viroon3ORCID,Chen Rui2ORCID

Affiliation:

1. Shenzhen Yanzhi Science and Technology Ltd. Shenzhen 518101 China

2. School of Civil and Environmental Engineering Harbin Institute of Technology Shenzhen 518055 China

3. Excellent centre for green and sustainable infrastructure, Faculty of Engineering King Mongkut's Institute of Technology Ladkrabang Bangkok 10520 Thailand

Funder

National Natural Science Foundation of China

Natural Science Foundation of Guangdong Province

Publisher

Wiley

Subject

Soil Science

Reference46 articles.

1. ASTM. (2007).Standard test method for particle‐size analysis of soils (ASTM D422‐63).West Conshohocken PA:ASTM International. Retrieved fromwww.astm.org

2. ASTM. (2010a).Standard test methods for liquid limit plastic limit and plasticity index of soils (ASTM D4318‐17).West Conshohocken PA:ASTM International. Retrieved fromwww.astm.org

3. ASTM. (2010b).Standard test method for determination of pore volume and pore volume distribution of soil and rock by mercury intrusion porosimetry (ASTM D4404‐84).West Conshohocken PA:ASTM International. Retrieved from www.astm.org

4. ASTM. (2010c).Standard test methods for specific gravity of soil solids by water pycnometer (ASTM D854‐14).West Conshohocken PA:ASTM International. Retrieved fromwww.astm.org

5. ASTM. (2012).Standard test methods for laboratory compaction characteristics of soil using standard effort (ASTM D698‐07).West Conshohocken PA:ASTM International. Retrieved fromwww.astm.org

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