Desiccation cracking remediation through enzyme induced calcite precipitation in fine-grained soils under wetting drying cycles

Kaniz Roksana , Shaini Aluthgun Hewage , Melissa Montalbo Lomboy , Chaosheng Tang , Wei Xue , Cheng Zhu
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引用次数: 1

Abstract

The effects of desiccation cracking in clay soils on geotechnical constructions are substantial. This study investigates the viability of utilizing Enzyme-induced calcite precipitation (EICP), a bio inspired approach, as a potential solution for addressing desiccation cracking in fine-grain soils. For the EICP technique, crude soybean extract is employed for the purpose of urea hydrolysis. Multiple fluid samples, including a control sample, a cementation solution containing 1 M urea, 0.675 M CaCl2, and 4 g/L milk, along with various concentrations of enzyme solutions (3–80 g/L), were tested for the study. To evaluate the surface cracking patterns, the method involved constant monitoring and photo recording using a high-resolution camera aided by image processing software. The results showed that fine-grain soils improved from increased calcite precipitation and decreased desiccation cracking intensity when the EICP method was used. Cementation and enzyme solution with low concentrations (3 g/L and 10 g/L) had similar effects on crack remediation, suggesting a modest influence. In contrast to the sample treated with water, the crack network remained unaltered in this case. CaCO3 precipitation within the void area kept the crack network in place even as the void thickness decreased at increasing enzyme concentrations (30 g/L, 50 g/L, and 80 g/L). Wetting and drying cycles were found to decrease the crack ratio, crack width, and crack length in the EICP-treated sample, particularly under higher concentrations of urease enzyme. Lower enzyme concentrations of 3 g/L and 10 g/L have minimal impact on crack remediation but effectively inhibit new crack formation. Furthermore, higher enzyme concentrations result in calcium carbonate precipitates, forming a soil crust and increasing surface roughness. The study aims to enhance understanding of the EICP methodology and to provide novel perspectives on potential uses for soil enhancement.

干湿循环下细粒土壤中酶诱导方解石降水的干裂修复
粘土干燥开裂对岩土工程的影响是巨大的。本研究探讨了利用酶诱导方解石沉淀(EICP)的可行性,这是一种生物启发方法,作为解决细粒土壤干燥开裂的潜在解决方案。EICP技术采用粗大豆提取物水解尿素。本研究测试了多种流体样品,包括对照样品、含有1 M尿素、0.675 M CaCl2和4 g/L牛奶的胶结溶液,以及不同浓度的酶溶液(3 g/L至80 g/L)。为了评估表面裂纹模式,该方法包括使用图像处理软件辅助的高分辨率相机进行持续监测和照片记录。结果表明:采用EICP方法后,细粒土因方解石降水增加和干燥开裂强度降低而得到改善;胶结剂和低浓度(3 g/L和10 g/L)的酶溶液对裂缝的修复效果相似,但影响不大。与水处理的样品相比,裂缝网络在这种情况下保持不变。随着酶浓度的增加(30 g/L、50 g/L和80 g/L),孔洞内CaCO3的沉淀使孔洞厚度减小,但孔洞内CaCO3的沉淀使孔洞网络保持在原位。在eicp处理的样品中,润湿和干燥循环减少了裂缝比、裂缝宽度和裂缝长度,特别是在较高浓度的脲酶下。较低浓度的3 g/L和10 g/L酶对裂缝的修复作用最小,但能有效抑制新裂缝的形成。此外,较高的酶浓度导致碳酸钙沉淀,形成土壤结皮,增加表面粗糙度。本研究旨在加深对EICP方法的理解,并为土壤改良的潜在用途提供新的视角。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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