岩土力学 ›› 2026, Vol. 47 ›› Issue (2): 659-673.doi: 10.16285/j.rsm.2025.0206CSTR: 32223.14.j.rsm.2025.0206

• 基础理论与实验研究 • 上一篇    下一篇

响应面法优化靶向激活微生物固化黄土试验研究

贺文昊,田威,云伟,李 璐,赵航宇,弋郭洋   

  1. 长安大学 建筑工程学院,陕西 西安 710061
  • 收稿日期:2025-02-26 接受日期:2025-05-23 出版日期:2026-02-10 发布日期:2026-02-06
  • 通讯作者: 田威,男,1981年生,博士,教授,博士生导师,主要从事岩土工程数值仿真、岩土材料细观力学分析方面的教学与科研工作。 E-mail:tianwei@chd.edu.cn
  • 作者简介:贺文昊,男,2001年生,硕士研究生,主要从事微生物固化/修复土宏微观力学方面的研究工作。E-mail:15861656959@163.com
  • 基金资助:
    陕西高校青年创新团队(No. 2022943);自然资源部退化及未利用土地整治工程重点实验室开放基金(No. SXDJ2024-04);长安大学研究生科研创新实践项目(No. 300103725042)。

Response surface methodology to optimize the experimental study of target-activated microbial curing of loess

HE Wen-hao, TIAN Wei, YUN Wei, LI Lu, ZHAO Hang-yu, YI Guo-yang   

  1. School of Civil Engineering, Chang’an University, Xi’an, Shaanxi 710061, China
  • Received:2025-02-26 Accepted:2025-05-23 Online:2026-02-10 Published:2026-02-06
  • Supported by:
    This work was supported by the Youth Innovation Team of Shaanxi Universities (2022943), the Open Fund of Key Laboratory of Degraded and Unused Land Consolidation Engineering, the Ministry of Natural Resources and Science (SXDJ2024-04) and the Scientific Innovation Practice Project of Postgraduates of Chang’an University (300103725042).

摘要:

针对传统微生物诱导碳酸钙沉淀(microbially induced calcium carbonate precipitation,简称MICP)技术依赖外源菌种、成本高昂及黄土适用性差等问题,本研究在胶结液中引入环保型木质素磺酸钙代替传统钙源,通过单因素与响应面Box- Behnken设计试验优化营养物质酵母提取物(yeast extract,简称YE)、NH4Cl、尿素与钙源浓度,靶向激活土著产脲酶微生物固化黄土,结合生物活性监测、无侧限抗压强度试验、碳酸钙生成量测定、扫描电镜(scanning electron microscope,简称SEM)、X射线衍射(X-ray diffraction,简称XRD)及高通量测序技术,系统揭示固化机制。结果表明:优化后的营养物质浓度为YE浓度1.2 g/L、NH4Cl浓度125 mmol/L、尿素与钙源浓度0.8 mol/L;优化组的脲酶活性、pH值和活菌数在反应120 h时达到峰值,显著促进了碳酸钙的沉积;优化组的无侧限抗压强度、割线模量和碳酸钙含量较空白组(素黄土)分别提高了131.42%、194.32%和734.65%;反应生成的针状/棒状碳酸钙晶体通过填充-桥接-胶结作用显著提升了土体的强度和密实度;优化组中芽孢杆菌目(Bacillales)相对丰度达到93%,土体中微生物群落的丰富程度和组成结构发生了改变。研究结果可为靶向激活技术在黄土地区的工程应用提供参考。

关键词: 微生物诱导碳酸钙沉淀, 黄土, 木质素磺酸钙, 响应面法, 微观机制

Abstract:

To address the limitations of traditional microbially induced calcium carbonate precipitation (MICP) technology, including reliance on exogenous bacterial strains, high costs, and poor applicability to fine-grained loess, this study introduces environmentally friendly calcium lignosulfonate into the cement solution instead of the traditional calcium source, and optimizes concentrations of nutrient yeast extract (YE), NH4Cl, urea-calcium source through single-factor and response surface Box-Behnken design experiments. By targeting the activation of indigenous urease-producing microorganisms for loess solidification, we systematically investigate the solidification mechanisms using bioactivity monitoring, unconfined compressive strength tests, calcium carbonate quantification, scanning electron microscope (SEM), X-ray diffraction (XRD) and high-throughput sequencing. The results show that: the optimized nutrient concentrations are 1.2 g/L for YE, 125 mmol/L for NH4Cl and 0.8 mol/L for urea-calcium source; the urease activity, pH value, and viable bacterial count in the optimized group peak at 120 hours of reaction, significantly promoting calcium carbonate deposition; compared to the control group (untreated loess), the optimized group exhibits 131.42%, 194.32%, and 734.65% improvements in unconfined compressive strength, secant modulus, and calcium carbonate content, respectively; needle/rod-shaped calcium carbonate crystals formed during the reaction significantly enhance soil strength and compactness through filling-bridging-cementation effects; the relative abundance of Bacillales in the optimized group reaches 93%, with notable changes in microbial community diversity and composition. These findings provide a reference for the engineering application of targeted activation technology in loess regions.

Key words: microbially induced calcium carbonate precipitation, loess, calcium lignosulfonate, response surface methodology, microscopic mechanism

中图分类号: TU 444
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