Effect of fibre-reinforced microbial-induced calcite precipitation on the mechanical properties of coastal soil

被引:1
|
作者
Rawat, Vikas [1 ]
Satyam, Neelima [1 ]
机构
[1] Indian Inst Technol Indore, Dept Civil Engn, Indore 453552, Madhya Pradesh, India
关键词
biocementation; calcite content; coastal soil erosion; fibre-reinforced; MICP; INDUCED CARBONATE PRECIPITATION; SAND; MICP;
D O I
10.1111/sum.13078
中图分类号
S15 [土壤学];
学科分类号
0903 ; 090301 ;
摘要
Coastal erosion is a global environmental concern, threatening infrastructure, human livelihoods and ecosystems. Recently, microbial-induced calcite precipitation (MICP) has emerged as a promising ground improvement technique. The present study examined the effects of adding three different fibre reinforcements, namely carbon, basalt and polypropylene, on the physical and mechanical properties of coastal soil through MICP. The fibre content used was 0.20%, 0.40% and 0.60% of soil weight. A comprehensive biotreatment investigation was conducted using Sporosarcina pasteurii (S. pasteurii) in a 0.5 molar cementation solution. The samples prepared for this study had aspect ratios of 2:1 and 1:1. These samples were subjected to biotreatment, consisting of a 24-h cycle for 9 and 18 days. Unconfined compressive strength (UCS), split tensile strength (STS) and ultrasonic pulse velocity (UPV) tests were conducted on the biotreated samples to evaluate the effect of fibre reinforcement on the mechanical properties of the biotreated samples. The amount of calcite precipitation, scanning electron microscope (SEM) and energy dispersive X-ray spectroscopy (EDS) were used to interpret biocementation. Results suggest that adding fibres to the MICP process enhances the mechanical properties of coastal soil. The optimum fibre content for carbon and basalt fibre was 0.40%, whereas, for polypropylene, it stood at 0.20%. The maximum UCS, STS, UPV and average CaCO3 were observed in a basalt fibre-reinforced biotreated sample with a fibre content of 0.40%, subjected to 18-day biotreatment. Conversely, the sample without fibre-reinforcement, biotreated for 9 days, exhibited the lowest values for these parameters. Samples subjected to 18 days of treatment have higher values of UCS, STS, UPV and CaCO3 content than 9-day-treated soil samples. SEM revealed the presence of CaCO3 precipitates on the surfaces of soil grains and their contact points, and the EDS spectrum corroborated this observation.
引用
收藏
页数:17
相关论文
共 50 条
  • [21] Strength and Mechanism of Granite Residual Soil Strengthened by Microbial-Induced Calcite Precipitation Technology
    Wang, Rong
    Li, Huawei
    Chen, Zichuang
    Liu, Fang
    Wei, Muwang
    Liu, Feiyu
    Wang, Qian
    Hu, Changbin
    APPLIED SCIENCES-BASEL, 2023, 13 (15):
  • [22] Harnessing Microbial-Induced Calcite Precipitation for Sustainable Seepage Control in Cohesionless Soil Channels
    Muhammad, Sheikh Abbas
    Jethoo, Ajay Singh
    GEOMICROBIOLOGY JOURNAL, 2025, 42 (02) : 147 - 163
  • [23] Effect of microbial-induced calcite precipitation on shear strength of gold mine tailings
    Hamed Behzadipour
    Abouzar Sadrekarimi
    Bulletin of Engineering Geology and the Environment, 2023, 82
  • [24] Mechanical Properties of Microbial-induced Calcite Precipitation-improved Dredged Sediment as Road Subgrade Filling Material
    Fang, Ming-Jing
    Lin, Zhi-Yang
    Dang, Yun
    Liu, Zheng-Wei
    Yi, Yi
    Yao, Yong-Sheng
    Zhongguo Gonglu Xuebao/China Journal of Highway and Transport, 2024, 37 (07): : 100 - 111
  • [25] 3-D micro-architecture and mechanical response of soil cemented via microbial-induced calcite precipitation
    Dimitrios Terzis
    Lyesse Laloui
    Scientific Reports, 8
  • [26] 3-D micro-architecture and mechanical response of soil cemented via microbial-induced calcite precipitation
    Terzis, Dimitrios
    Laloui, Lyesse
    SCIENTIFIC REPORTS, 2018, 8
  • [27] Strength improvement in silty clay by microbial-induced calcite precipitation
    Teng, Fuchen
    Sie, Yong-Cheng
    Ouedraogo, Colette
    BULLETIN OF ENGINEERING GEOLOGY AND THE ENVIRONMENT, 2021, 80 (08) : 6359 - 6371
  • [28] Strength improvement in silty clay by microbial-induced calcite precipitation
    Fuchen Teng
    Yong-Cheng Sie
    Colette Ouedraogo
    Bulletin of Engineering Geology and the Environment, 2021, 80 : 6359 - 6371
  • [29] 3-D micro-architecture and mechanical response of soil cemented via microbial-induced calcite precipitation
    Terzis, Dimitrios
    Laloui, Lyesse
    SCIENTIFIC REPORTS, 2018, 8
  • [30] Plasticity characteristics of lateritic soil treated with Sporosarcina pasteurii in microbial-induced calcite precipitation application
    K. J. Osinubi
    A. O. Eberemu
    E. W. Gadzama
    T. S. Ijimdiya
    SN Applied Sciences, 2019, 1