Cracking and erosion behaviors of sand-clay mixtures stabilized with microbial biopolymer and palm fiber

被引:7
作者
Liu, Jin [1 ]
Wang, Zi [1 ]
Hu, Guochang [2 ]
Xue, Jian [3 ]
Bu, Fan [1 ]
Jing, Miao [1 ]
Song, Zezhuo [1 ]
Che, Wenyue [1 ]
机构
[1] Hohai Univ, Sch Earth Sci & Engn, Nanjing 210098, Peoples R China
[2] Jiangsu Shanshui Ecol Environm Construct Engn Co L, Nanjing 210018, Peoples R China
[3] Jiangsu Geol Bur, Jiangsu Inst Geol & Minerals Invest, Nanjing 210018, Peoples R China
关键词
Sand -clay mixture stabilization; Desiccation cracking; erosion control; Polysaccharide matrix; Palm fiber reinforcement; DESICCATION CRACKING; SHEAR-STRENGTH; PARTICLE-SIZE; SOIL LOSS; WATER; RUNOFF; PATTERNS; BIOCHAR; PLOTS;
D O I
10.1016/j.scitotenv.2023.166991
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
Drying-induced cracks and precipitation-induced erosion negatively impact the performance of soils in the context of extreme weather events. This study introduces two effective and sustainable materials, microbial biopolymer (MB) and palm fibers (PF), for cracking and erosion control in the sand-clay mixtures. A series of desiccation cracking tests, erosion tests, and SEM tests were conducted to evaluate the effectiveness of the treatment. The results showed that MB could significantly improve the resistance of the soil to cracking and scouring, and the improvement increased with increasing MB content. The optimum MB content was 0.15 % to achieve the maximum cracking and erosion resistance. For samples with varying sand contents, 0.15 % MB addition reduced the crack ratio, total crack length, and accumulative erosion ratio by 19.55 %-96.91 %, 4.22 %-99.58 %, and 57.88 %-89.53 %, respectively. In addition, PF positively affected the anti-crack and antierosion properties of the soil, and the application of 0.60 % PF had the best performance for both improvements. The cracks in the soils were mostly fine and shallow with the addition of 0.60 % PF, and therefore, the accumulative erosion ratio decreased by 44.18 %-62.76 % for samples with varying sand contents. Compared to the untreated soil, the degree of cracking and erosion was less due to the formation of a structure with more macropores and a sand skeleton in the treated samples with higher sand content. MB addition provides strong inter-particle bonding connections and a hydrophilic crust structure to improve the soils' resistance to cracking and erosion, while the fiber reinforcement effect benefits from interfacial friction and spatial restriction effects. This study provides mechanistic interpretations of desiccation cracking and erosion behavior in sand-clay mixtures under different treatments. It may guide the design of low-carbon technologies for geotechnical engineering applications.
引用
收藏
页数:14
相关论文
共 61 条
  • [1] Recent Developments in Palm Fibers Composites: A Review
    Alhijazi, Mohamad
    Zeeshan, Qasim
    Safaei, Babak
    Asmael, Mohammed
    Qin, Zhaoye
    [J]. JOURNAL OF POLYMERS AND THE ENVIRONMENT, 2020, 28 (12) : 3029 - 3054
  • [2] Evaluating the physical characteristics of biopolymer/soil mixtures
    Ayeldeen, Mohamed K.
    Negm, Abdelazim M.
    El Sawwaf, Mostafa A.
    [J]. ARABIAN JOURNAL OF GEOSCIENCES, 2016, 9 (05)
  • [3] Soil nutrient loss through erosion: Impact of different cropping systems and soil amendments in Ghana
    Bashagaluke, Janvier Bigabwa
    Logah, Vincent
    Opoku, Andrews
    Sarkodie-Addo, Joseph
    Quansah, Charles
    [J]. PLOS ONE, 2018, 13 (12):
  • [4] Predicting interrill erodibility factor from measured infiltration rate
    BenHur, M
    Agassi, M
    [J]. WATER RESOURCES RESEARCH, 1997, 33 (10) : 2409 - 2415
  • [5] Effect of biopolymers on permeability of sand-bentonite mixtures
    Biju, M. S.
    Arnepalli, D. N.
    [J]. JOURNAL OF ROCK MECHANICS AND GEOTECHNICAL ENGINEERING, 2020, 12 (05) : 1093 - 1102
  • [6] Water Retention and Desiccation Potential of Lignocellulose-Based Fiber-Reinforced Soil
    Bordoloi, Sanandam
    Leung, Anthony Kwan
    Gadi, Vinay Kumar
    Hussain, Rojimul
    Garg, Ankit
    Sekharan, Sreedeep
    [J]. JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING, 2019, 145 (11)
  • [7] Infiltration characteristics of natural fiber reinforced soil
    Bordoloi, Sanandam
    Hussain, Rojimul
    Garg, Ankit
    Sreedeep, S.
    Zhou, Wan-Huan
    [J]. TRANSPORTATION GEOTECHNICS, 2017, 12 : 37 - 44
  • [8] Cracking behavior of sisal fiber-reinforced clayey soil under wetting-drying cycles
    Bu, Fan
    Liu, Jin
    Mei, Hong
    Song, Zezhuo
    Wang, Zi
    Dai, Chengjiang
    Qian, Wei
    [J]. SOIL & TILLAGE RESEARCH, 2023, 227
  • [9] Unsaturated Seepage Analysis of Cracked Soil including Development Process of Cracks
    Cao, Ling
    Wang, Zhijian
    Chen, Yong
    [J]. ADVANCES IN MATERIALS SCIENCE AND ENGINEERING, 2016, 2016
  • [10] A study on desiccation cracking behavior of polyester fiber-reinforced expansive clay
    Chaduvula, Uma
    Viswanadham, B. V. S.
    Kodikara, Jayantha
    [J]. APPLIED CLAY SCIENCE, 2017, 142 : 163 - 172