Enhancing Soil Resilience to Climatic Wetting-Drying Cycles Through a Bio-Mediated Approach

IF 3.5 2区 地球科学 Q1 GEOSCIENCES, MULTIDISCIPLINARY Journal of Geophysical Research: Earth Surface Pub Date : 2024-05-20 DOI:10.1029/2023JF007573
Chao-Sheng Tang, Bo Liu, Farshid Vahedifard, Ning-Jun Jiang, Cheng Zhu, Zheng-Tao Shen, Xiao-Hua Pan, Qing Cheng, Bin Shi
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Abstract

Climatic wetting-drying cycles exacerbated by climate change can trigger several weakening mechanisms in surface soils, potentially leading to instability and failure of slopes and earthen structures. This study proposes a bio-mediated approach based on microbially induced calcite precipitation (MICP) to increase soil resilience to wetting-drying cycles. To explore its viability and the underlying mechanisms, we conducted a series of laboratory tests on clayey soil that underwent six wetting-drying cycles. The tests were conducted with different treatment methods to investigate the effect of treatment sequence and cementation solution concentration. After MICP treatment, the initial evaporation rate, surface crack ratio during drying, and total soil weight loss during rainfall erosion were reduced by up to 32%, 85%, and 90%, respectively. Spraying the cementation solution first in the MICP treatment sequence proves more effective in improving soil water retention capacity. On the other hand, initiating the sequence with the bacterial solution demonstrates a more pronounced effect in reducing soil desiccation cracks and erosion. Microstructure analysis reveals that the content and distribution of CaCO3 precipitation are the major factors controlling the effectiveness of MICP for the cementation of clayey soil. Employing MICP can minimize the carbon footprint and contribute to developing environmentally friendly solutions for soil improvement in regions affected by climatic wetting-drying cycles.

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通过生物调节方法增强土壤对气候湿-干循环的适应能力
气候变化加剧的气候湿润-干燥周期会引发地表土壤的多种弱化机制,可能导致斜坡和土质结构的不稳定和破坏。本研究提出了一种基于微生物诱导方解石沉淀(MICP)的生物介导方法,以提高土壤对干湿循环的适应能力。为了探索这种方法的可行性及其内在机制,我们对经历了六次干湿循环的粘性土壤进行了一系列实验室测试。试验采用不同的处理方法,以研究处理顺序和固结溶液浓度的影响。经过 MICP 处理后,初始蒸发率、干燥过程中的表面裂缝率以及降雨侵蚀过程中的土壤总重量损失分别降低了 32%、85% 和 90%。事实证明,在 MICP 处理顺序中首先喷洒固结溶液能更有效地提高土壤的保水能力。另一方面,从细菌溶液开始的处理顺序在减少土壤干燥裂缝和侵蚀方面效果更明显。微观结构分析表明,CaCO3 沉淀的含量和分布是控制 MICP 对粘性土壤固结效果的主要因素。使用 MICP 可以最大限度地减少碳足迹,有助于为受气候干湿循环影响地区的土壤改良开发环境友好型解决方案。
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来源期刊
Journal of Geophysical Research: Earth Surface
Journal of Geophysical Research: Earth Surface Earth and Planetary Sciences-Earth-Surface Processes
CiteScore
6.30
自引率
10.30%
发文量
162
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