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活性生物泥诱导碳酸钙修复仿真文物砖可行性研究

杨阳 张程 何想 张建伟 陈育民 叶琳 武发思 张涵

岩土力学2025,Vol.46Issue(6):1777-1787,11.
岩土力学2025,Vol.46Issue(6):1777-1787,11.DOI:10.16285/j.rsm.2024.1103

活性生物泥诱导碳酸钙修复仿真文物砖可行性研究

Feasibility study on repairing simulated heritage bricks using bioslurry induced calcium carbonate

杨阳 1张程 1何想 2张建伟 3陈育民 4叶琳 5武发思 6张涵1

作者信息

  • 1. 重庆大学 土木工程学院,重庆 400045
  • 2. 重庆大学 土木工程学院,重庆 400045||河海大学 岩土力学与堤坝工程教育部重点实验室,江苏 南京 210098
  • 3. 河南大学 建筑工程学院,河南 开封 475000
  • 4. 河海大学 岩土力学与堤坝工程教育部重点实验室,江苏 南京 210098||苏州科技大学 土木工程学院,江苏 苏州 215011
  • 5. 重庆市文物考古研究院,重庆 400013
  • 6. 敦煌研究院 国家古代壁画与土遗址保护工程技术研究中心,甘肃 敦煌 736200
  • 折叠

摘要

Abstract

The active bioslurry,a urease-active slurry mixture composed of calcium carbonate and embedded urease-producing bacteria,is generated using microbial-induced calcium carbonate precipitation(MICP)technology.This study proposes a method for heritage bricks restoration using active bioslurry.Laboratory experiments and PFC2D numerical simulations were conducted on notched simulated bricks to examine the mechanical response and microstructure of the repaired bricks and evaluate the feasibility of this method.Additionally,the repair and failure mechanisms under load were analyzed.The results show that active bioslurry effectively repairs notched simulated heritage bricks,with effectiveness influenced by curing time and notch depth.Longer curing time and shallower notch result in higher flexural strength of repaired samples.Analysis of the structure of calcium carbonate in the repaired notches indicates that after immersion curing,active bioslurry forms two layers of calcium carbonate:an outer layer of rhombohedral particles(approximately 10-25 μm),and an inner layer of spherical particles(around 5 μm).This two-layer structure likely results from differences in calcium ion and urea concentrations diffusing into the inner and outer layers of bioslurry.After 1,3,and 5 days of curing,the thickness of the outer calcium carbonate layer was 2-2.5 mm,3-4 mm,and 4-5 mm,respectively.PFC2D numerical simulations indicate that the micromechanical parameters of the inner calcium carbonate layer are approximately 0.1 times those of the outer layer.Experimental and numerical simulation results demonstrate that the increase in flexural strength of the repaired simulated bricks is primarily attributed to the outer calcium carbonate layer.PFC2D simulations further show that when the repaired bricks are subjected to bending loads,cracks initiate in the inner calcium carbonate layer and gradually propagate through the entire calcium carbonate layer and the undamaged brick body.This study not only expands the application scope of microbial reinforcement technology but also provides new insights for the restoration of heritage bricks.

关键词

活性生物泥/文物砖/微生物诱导碳酸钙沉淀(MICP)/碳酸钙/脲酶菌

Key words

active bioslurry/heritage bricks/microbial-induced calcium carbonate precipitation(MICP)/calcium carbonate/urease-producing bacteria

分类

土木建筑

引用本文复制引用

杨阳,张程,何想,张建伟,陈育民,叶琳,武发思,张涵..活性生物泥诱导碳酸钙修复仿真文物砖可行性研究[J].岩土力学,2025,46(6):1777-1787,11.

基金项目

国家自然科学基金(No.52478326) (No.52478326)

河海大学岩土力学与堤坝工程教育部重点实验室开放基金(No.2021009) (No.2021009)

重庆市科研机构绩效激励引导专项(No.CSTB2023JXJL-YFX0081).This work was supported by the National Natural Science Foundation of China(52478326),the Open Fund of Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering,Hohai University(2021009)and the Chongqing Scientific Research Institutes Performance Incentive Guidance Special Project(CSTB2023JXJL-YFX0081). (No.CSTB2023JXJL-YFX0081)

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OA北大核心

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