4.7 Article

Biopolymer-biocement composite treatment for stabilisation of soil against both current and wave erosion

期刊

ACTA GEOTECHNICA
卷 17, 期 12, 页码 5391-5410

出版社

SPRINGER HEIDELBERG
DOI: 10.1007/s11440-022-01536-2

关键词

Biocementation; Biopolymers; Coastal erosion; Microbial induced calcite precipitation (MICP); Riverbank erosion

资金

  1. Australian Research Council [LP180100132]
  2. Curtin University, Australia
  3. Indian Institute of Technology, IIT Guwahati, India
  4. Australian Research Council [LP180100132] Funding Source: Australian Research Council

向作者/读者索取更多资源

The increased occurrence of extreme weather events has raised global concerns about the conservation of riverbanks and coastlines. This study explores the erosion characteristics of soil treated with microbially induced calcite precipitation (MICP) and investigates the effectiveness of biopolymer composite treatment in improving soil resilience against erosion.
Increased frequency of extreme weather events has made the conservation of riverbanks and coastlines a global concern. Soil stabilisation via microbially induced calcite precipitation (MICP) is one of the most eco-suitable candidates for improving resilience against erosion. In this study, the erosion characteristics of soil treated with various levels of biocementation are investigated. The samples were subjected to hydraulic flow in both tangential and perpendicular directions in a flume to simulate riverbank and coastal situations. Soil mass loss, eroded volume, and cumulative erosion rates of the treated soil against the applied hydraulic energy density have been reported. Post erosion exposure, the residual soil has been assessed for its properties using needle penetration resistance, precipitated calcium carbonate content and microstructure. It was observed that soil erosion declined exponentially with the increase in calcium carbonate content against the perpendicular waves. However, biocementation leads to brittle fracture beyond a threshold, limiting its efficacy, especially against the tangential waves. Additional composite treatment with a biopolymer was found to improve the resilience of the soil specimens against erosion. The composite treatment required half of the quantity of the biocementing reagents in comparison to the equally erosion-resistant plain biocemented sample. Therefore, stoichiometrically the composite treatment is likely to yield 50% lesser ammonia than plain biocement treatment. This investigation unravels a promising soil conservation technique via the composite effect of biocement and biopolymer.

作者

我是这篇论文的作者
点击您的名字以认领此论文并将其添加到您的个人资料中。

评论

主要评分

4.7
评分不足

次要评分

新颖性
-
重要性
-
科学严谨性
-
评价这篇论文

推荐

暂无数据
暂无数据