AC-assisted microbially induced carbonate precipitation for sand reinforcement: An experimental study

IF 3.3 2区 工程技术 Q3 ENERGY & FUELS Geomechanics for Energy and the Environment Pub Date : 2024-10-22 DOI:10.1016/j.gete.2024.100609
Angran Tian, Xiaojie Tang, Jing Chen, Manman Hu
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Abstract

Microbially induced carbonate precipitation (MICP) is a promising method for transforming natural soils into a rock-like material, enhancing soil strength and creating an environmentally friendly engineered geomaterial for load-bearing purposes. Applying alternating current (AC) for enhancing precipitation including changing the crystalline form of the calcium carbonate precipitates appeals as a possible solution to break the upper limit of the unconfined compressive strength (UCS) of bio-treated specimens. To assess the viability of AC-assisted MICP, a series of experiments were designed and conducted under various combination of conditions. The UCS, calcium carbonate content and permeability of the bio-fabricated specimens were obtained to evaluate the treatment effectiveness of AC-assisted MICP. The results demonstrate that the UCS of the sand column exhibits a linear increase with the applied voltage from 10 V to 30 V (i.e., electric field strength from 0.91 V/cm to 2.73 V/cm). The UCS value of the bio-specimen reaches 9.4 MPa after 3 treatments at a concentration of 1.00 mol/L, a voltage of 30 V, and a frequency of 100 Hz. With the assistance of an AC electric field, the adverse impacts caused by high chemical concentrations in the MICP process can be mitigated. We report that a more uniform distribution of the calcium carbonate content of the treated specimen is obtained under an optimal AC frequency of approximately 100 Hz in the current series of experiments. The induced ion vibration under the action of AC results in a change in crystalline form and an increase in the amount and uniformity of crystals precipitated on the surface of the soil grains, supported by X-ray diffraction (XRD) patterns and scanning electron microscope (SEM) images. For reference, the energy consumption and the cost for increasing the UCS of the bio-treated specimen to 5 MPa is estimated at 375.86 kWh and 676.55 HK$ per cubic meter, respectively. The findings from our experimental investigation and analysis provide compelling evidence that utilizing AC electric field holds great potential for achieving an enhanced treatment effect of MICP and hence a stronger bio-soil.
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交流电辅助微生物诱导碳酸盐沉淀用于砂加固:实验研究
微生物诱导碳酸盐沉淀(MICP)是将天然土壤转化为类似岩石的材料、提高土壤强度并创造用于承重目的的环境友好型工程土工材料的一种可行方法。应用交流电(AC)来增强沉淀,包括改变碳酸钙沉淀物的结晶形式,是打破生物处理试样无压抗压强度(UCS)上限的一种可行解决方案。为了评估交流电辅助 MICP 的可行性,我们设计并在各种条件组合下进行了一系列实验。通过测定生物制造试样的非膨胀系数、碳酸钙含量和渗透性,评估了交流电辅助 MICP 的处理效果。结果表明,砂柱的 UCS 随施加电压从 10 V 到 30 V(即电场强度从 0.91 V/cm 到 2.73 V/cm)呈线性增长。在浓度为 1.00 mol/L、电压为 30 V、频率为 100 Hz 的条件下,经过 3 次处理后,生物试样的 UCS 值达到 9.4 MPa。在交流电场的帮助下,MICP 工艺中高浓度化学物质造成的不利影响可以得到缓解。我们的报告显示,在目前的一系列实验中,在约 100 Hz 的最佳交流频率下,处理后试样的碳酸钙含量分布更加均匀。根据 X 射线衍射(XRD)图和扫描电子显微镜(SEM)图像,交流电作用下的诱导离子振动导致了结晶形式的改变,并增加了土壤颗粒表面析出晶体的数量和均匀性。作为参考,将生物处理试样的 UCS 提高到 5 MPa 的能耗和成本估计分别为每立方米 375.86 千瓦时和 676.55 港元。我们的实验调查和分析结果令人信服地证明,利用交流电场可增强 MICP 的处理效果,从而增强生物土壤的强度。
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来源期刊
Geomechanics for Energy and the Environment
Geomechanics for Energy and the Environment Earth and Planetary Sciences-Geotechnical Engineering and Engineering Geology
CiteScore
5.90
自引率
11.80%
发文量
87
期刊介绍: The aim of the Journal is to publish research results of the highest quality and of lasting importance on the subject of geomechanics, with the focus on applications to geological energy production and storage, and the interaction of soils and rocks with the natural and engineered environment. Special attention is given to concepts and developments of new energy geotechnologies that comprise intrinsic mechanisms protecting the environment against a potential engineering induced damage, hence warranting sustainable usage of energy resources. The scope of the journal is broad, including fundamental concepts in geomechanics and mechanics of porous media, the experiments and analysis of novel phenomena and applications. Of special interest are issues resulting from coupling of particular physics, chemistry and biology of external forcings, as well as of pore fluid/gas and minerals to the solid mechanics of the medium skeleton and pore fluid mechanics. The multi-scale and inter-scale interactions between the phenomena and the behavior representations are also of particular interest. Contributions to general theoretical approach to these issues, but of potential reference to geomechanics in its context of energy and the environment are also most welcome.
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