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
  • [1] Mechanical properties of cement soil improved using microbial-induced calcite precipitation
    Shuang Li
    Dong Liu
    Ankit Garg
    Peng Lin
    Ming Huang
    Arabian Journal of Geosciences, 2022, 15 (11)
  • [2] Enhancing the durability of coastal soil treated with fiber-reinforced microbial-induced calcite precipitation (MICP)
    Rawat, Vikas
    Satyam, Neelima
    APPLIED OCEAN RESEARCH, 2024, 150
  • [3] Effect of Microbial-Induced Calcite Precipitation Towards Tropical Organic Soil
    Phang, I. R. K.
    Wong, K. S.
    Chan, Y. S.
    Lau, S. Y.
    ADVANCES IN CIVIL ENGINEERING AND SCIENCE TECHNOLOGY, 2018, 2020
  • [4] Mechanical behavior of microbial-induced calcite precipitation (MICP)-treated soil with fiber reinforcement
    Xie Y.-H.
    Tang C.-S.
    Yin L.-Y.
    Lü C.
    Jiang N.-J.
    Shi B.
    Yantu Gongcheng Xuebao/Chinese Journal of Geotechnical Engineering, 2019, 41 (04): : 675 - 682
  • [5] Effect of microbial-induced calcite precipitation (MICP) on the strength of soil contaminated with lead nitrate
    Hadi, Zahraa Samer
    Saeed, Khitam Abdulhussein
    JOURNAL OF THE MECHANICAL BEHAVIOR OF MATERIALS, 2022, 31 (01) : 143 - 149
  • [6] Environmental Effect of Grouting Batches on Microbial-Induced Calcite Precipitation
    Gong, Xing
    Niu, Jiuge
    Liang, Shihua
    Feng, Deluan
    Luo, Qingzi
    EKOLOJI, 2019, 28 (107): : 929 - 936
  • [7] Biological aspects of microbial-induced calcite precipitation
    Tsesarsky, Michael
    Gat, Daniela
    Ronen, Zeev
    ENVIRONMENTAL GEOTECHNICS, 2018, 5 (02): : 69 - 78
  • [8] Effect of fibre surface coating on the mechanical properties of natural fibre-reinforced soil
    Kafodya, Innocent
    Okonta, Felix
    INTERNATIONAL JOURNAL OF GEOTECHNICAL ENGINEERING, 2021, 15 (03) : 338 - 348
  • [9] Improvements in engineering properties of soils through microbial-induced calcite precipitation
    Ng Wei Soon
    Lee Min Lee
    Tan Chew Khun
    Hii Siew Ling
    KSCE Journal of Civil Engineering, 2013, 17 : 718 - 728
  • [10] Factors Affecting Improvement in Engineering Properties of Residual Soil through Microbial-Induced Calcite Precipitation
    Soon, Ng Wei
    Lee, Lee Min
    Khun, Tan Chew
    Ling, Hii Siew
    JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING, 2014, 140 (05)