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author:

Liu, Hongwei (Liu, Hongwei.) [1] (Scholars:刘红位) | Feng, Song (Feng, Song.) [2] (Scholars:冯嵩)

Indexed by:

SCIE

Abstract:

Purpose Kaolin has been commonly used to construct the hydraulic barrier of landfill cover. Reduction in desiccation-induced volume shrinkage of compacted kaolin is crucial to reduce the possibility of cracking during desiccation. Nano-biochar has been found to be a potential soil amendment. The present study aimed to investigate the effects of particle size of nano-biochar on the shrinkage behavior of kaolin amended with nano-biochar. Materials and methods The kaolin used in the present study had an average particle size of 14.5 mu m and was classified as high plasticity clay (CH). Two nano-biochars with the same composition but different average particle sizes were adopted, including NB-I of the average particle size of 20 nm and NB-II of 300 nm. Each type of nano-biochar was mixed with kaolin in different mass percentages, including 2%, 4%, 6%, and 10%.The shrinkage properties of pure kaolin and nano-biochar-amended kaolin were determined by wax method. Afterwards, the microstructure and pore-size distribution of the specimens were analyzed by scanning electron microscopy (SEM) and mercury intrusion porosimetry (MIP), respectively. Results and discussion The optimal content of NB-I was 4%, at which the shrinkage limit of kaolin increased by 66.7% (i.e., volume reduction decreased from about 30% to 10%), due to more micropores (pore diameter D < 1000 nm) but less macropores (D > 10,000 nm) after nano-biochar amendment as revealed by MIP test. Yet, the shrinkage limit of the kaolin decreased as NB-I content further increased, when NB-I content exceeded 4%. It was due to more macropores at higher NC-I content (> 4%) caused by the aggregation of the fine nano-particle. In contrast, the shrinkage limit of kaolin increased at a reduced rate as NC-II content increased, which was consistent with the more micropores observed in soil specimens. Conclusions Nano-biochar was a feasible soil amendment to enhance the shrinkage limit of kaolin and hence reduced the risk of desiccation-induced cracks. From an economic and practical point of view, 4% of NB-I was suggested to reduce volume shrinkage of kaolin and crack formation during desiccation.

Keyword:

Kaolin Nano-biochar Shrinkage limit Volume reduction

Community:

  • [ 1 ] [Liu, Hongwei]Fuzhou Univ, Zijin Sch Geol & Min, Fuzhou, Peoples R China
  • [ 2 ] [Liu, Hongwei]Minist Nat Resources, Key Lab Geohazard Prevent Hilly Mt, Fuzhou, Peoples R China
  • [ 3 ] [Liu, Hongwei]Sichuan Highway Planning Survey Design & Res Inst, Chengdu, Peoples R China
  • [ 4 ] [Liu, Hongwei]Southwest Jiaotong Univ, Chengdu, Peoples R China
  • [ 5 ] [Feng, Song]Fuzhou Univ, Coll Civil Engn, Fuzhou, Peoples R China
  • [ 6 ] [Feng, Song]Zhejiang Univ, Dept Civil Engn, MOE Key Lab Soft Soils & Geoenvironm Engn, Hangzhou, Peoples R China

Reprint 's Address:

  • 冯嵩

    [Feng, Song]Fuzhou Univ, Coll Civil Engn, Fuzhou, Peoples R China;;[Feng, Song]Zhejiang Univ, Dept Civil Engn, MOE Key Lab Soft Soils & Geoenvironm Engn, Hangzhou, Peoples R China

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Source :

JOURNAL OF SOILS AND SEDIMENTS

ISSN: 1439-0108

Year: 2022

Issue: 5

Volume: 22

Page: 1511-1520

3 . 6

JCR@2022

2 . 8 0 0

JCR@2023

ESI Discipline: AGRICULTURAL SCIENCES;

ESI HC Threshold:48

JCR Journal Grade:2

CAS Journal Grade:3

Cited Count:

WoS CC Cited Count:

SCOPUS Cited Count:

ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count:

Chinese Cited Count:

30 Days PV: 2

Online/Total:222/10845849
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