纤维协同增强MICP固沙材料:机制、性能与仿生设计前瞻

Fiber-synergistically reinforced MICP sand-fixing materials: mechanisms, performances and prospects for bionic design

  • 摘要: 传统微生物诱导碳酸钙沉淀(MICP)技术应用于固化沙漠土时,存在胶结体脆性高、环境耐受性差等固有缺陷。本综述通过引入纤维材料构建纤维耦合生物矿物复合新材料,以克服这一缺陷。从材料学视角系统综述了纤维协同MICP固沙材料研究进展,重点剖析了该类复合材料的核心协同增强机制。结果表明:纤维通过物理架桥作用有效抑制裂缝扩展,使材料从脆性破坏转变为韧性破坏模式,残余强度提升最高可达300%;纤维为微生物提供丰富定殖位点,延长其代谢活性并显著提高矿化效率;纤维表面诱导碳酸钙异相成核,调控晶体取向与空间分布,形成“纤维、矿化壳及沙粒”多元胶结固化单元,极大增强了界面结合强度。在此基础上,借鉴天然生物矿物材料的界面调控策略,提出了仿生粘附界面设计与模板诱导晶型调控等方法;面向荒漠环境的动态变化,进一步探讨了开发具有环境感知与响应能力的智能纤维及胶结液体系的可行路径,前瞻性提出了仿生矿化界面设计、环境自适应智能纤维开发、多场耦合数值模型构建等未来重点研究方向,本综述旨在为工程地质、环境岩土工程及生态修复领域的交叉研究提供系统性见解与框架指引。

     

    Abstract: Traditional microbially induced calcium carbonate precipitation (MICP) technology inherently suffers from high brittleness of cementitious products and poor environmental tolerance when applied to desert soil solidification. To address these drawbacks, this review proposed the construction of a novel fiber-coupled biomineral composite material by introducing fibrous materials. From the perspective of materials science, the research progress of fiber-synergized MICP desert soil solidification materials was systematically summarized, with a focus on analyzing the core synergistic reinforcement mechanisms of such composite materials. The results indicated that fibers effectively inhibited crack propagation through physical bridging effects, transforming the material failure mode from brittle to ductile, with the residual strength improved by up to 300%. Fibers provided abundant colonization sites for microorganisms, prolonged their metabolic activity and significantly enhanced mineralization efficiency. In addition, the fiber surface induced heterogeneous nucleation of calcium carbonate, regulated crystal orientation and spatial distribution, and formed a multi-component cementation and solidification unit consisting of fibers, mineralized shells and sand particles, which greatly improved the interface bonding strength. On this basis, drawing on the interface regulation strategies of natural biomineral materials, methods such as bionic adhesion interface design and template-induced crystal form regulation were proposed. Facing the dynamic changes of desert environments, the feasible approaches for developing intelligent fiber and cementing solution systems with environmental perception and response capabilities were further discussed. Moreover, prospective key research directions in the future were put forward, including bionic mineralization interface design, development of environment-adaptive intelligent fibers, and construction of multi-field coupled numerical models. This review aims to provide systematic insights and framework guidance for interdisciplinary research in the fields of engineering geology, environmental geotechnical engineering and ecological restoration.

     

/

返回文章
返回