基于电化学阻抗分析的多因素作用下锚杆-砂浆界面黏结性能研究

王旭晨; 柯睿; 王亮清; 朱悦; 吕萌; 郑罗斌; 孙自豪

doi:10.19509/j.cnki.dzkq.tb20230622

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基于电化学阻抗分析的多因素作用下锚杆-砂浆界面黏结性能研究

工程地质与地质灾害 | 更新时间：2026-11-05

- 基于电化学阻抗分析的多因素作用下锚杆-砂浆界面黏结性能研究
- 基于电化学阻抗分析的多因素作用下锚杆-砂浆界面黏结性能研究
- 地质科技通报 2025年44卷第5期页码：215-224
- 作者机构：
  
  中国地质大学(武汉)工程学院
- 作者简介：
- 基金信息：
  
  国家自然科学基金项目（42302314;42202316;41931295）
- DOI：10.19509/j.cnki.dzkq.tb20230622
  中图分类号： TU476
- 网络首发：2025-03-21，
  
  纸质出版：2025-03-21
- 稿件说明：
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王旭晨, 柯睿, 王亮清, 等. 基于电化学阻抗分析的多因素作用下锚杆-砂浆界面黏结性能研究[J]. 地质科技通报, 2025,44(5):215-224.

王旭晨, 柯睿, 王亮清, et al. 基于电化学阻抗分析的多因素作用下锚杆-砂浆界面黏结性能研究[J]. Bulletin of Geological Science and Technology, 2025, 44(5): 215-224.
王旭晨, 柯睿, 王亮清, 等. 基于电化学阻抗分析的多因素作用下锚杆-砂浆界面黏结性能研究[J]. 地质科技通报, 2025,44(5):215-224. DOI： 10.19509/j.cnki.dzkq.tb20230622.

王旭晨, 柯睿, 王亮清, et al. 基于电化学阻抗分析的多因素作用下锚杆-砂浆界面黏结性能研究[J]. Bulletin of Geological Science and Technology, 2025, 44(5): 215-224. DOI： 10.19509/j.cnki.dzkq.tb20230622.

摘要

影响锚杆-砂浆界面黏结性能的因素众多，而目前对该界面黏结性能的研究聚焦于单因素的影响，多因素作用下界面黏结性能的研究仍留有空白。以锚杆-砂浆为研究对象，采用电化学阻抗谱测试技术获取了不同影响因素下的锚杆-砂浆界面状态以及电化学参数，通过拉拔试验获取了锚杆-砂浆界面黏结强度，并结合电化学参数，探究了试样养护完成时，电化学参数与拉拔荷载之间的关系，分析了细砂粒径、锚杆直径和水灰比3个因素对锚杆-砂浆界面黏结性能的影响。由正交试验敏感性分析可知，试样的拉拔荷载主要受锚杆直径控制，孔隙溶液电阻（R

）主要受水灰比控制，电荷转移电阻(R

)则没有明显的控制性因素；在试样养护完成时，受3个因素的影响，锚杆-砂浆界面会出现钝化膜完整与钝化膜不完整2种状态。研究结果表明，在试验所选择的范围内，拉拔荷载会随着细砂粒径的增大和水灰比的减小而增大，并且试样的拉拔荷载与孔隙溶液电阻（R

）和电荷转移电阻(R

)呈正相关。研究成果对锚固结构砂浆配比及应用中的有效性验证具有重要意义。

Abstract

ObjectiveThe bonding performance of the anchor-mortar interface is influenced by multi factors

yet existing studies predominantly focus on single-factor effects

leaving a gap in understanding the combined impact of multiple factors. This study aims to address this gap by systematically investigating the interfacial bonding performance under multifactorial conditions. MethodsThe anchor-mortar interface is taken as the research object. Electrochemical impedance spectroscopy is used to characterize the interfacial state and derive electrochemical parameters under different varying conditions. Pullout tests are conducted to quantify the bond strength of the anchor-mortar interface. By correlating electrochemical parameters with pullout load data at the completion of sample curing

the relationship between these parameters and interfacial performance is established. Additionally

the influence of the three factors on the bonding performance of the anchor-mortar interface is analyzed. ResultsSensitivity analysis of the orthogonal test results reveals that the pullout load is predominantly governed by the anchor rod diameter

whereas the pore solution resistance (Rs) is primarily influenced by the water-cement ratio. No dominant factor is identified for the charge transfer resistance (Rct). During the early curing stage

two distinct interfacial states are observed under the combined influence of the three factors: A fully developed passivation film and partially developed passivation film. Within the tested parameter range

the pullout load increases with larger fine sand particle sizes and lower water-cement ratios. A positive correlation is observed between the pullout load and both the pore solution resistance (Rs) and charge transfer resistance (Rct). ConclusionThese findings provide critical insights for optimizing the formulation and application of anchored structural mortar.

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references

岩土锚杆与喷射混凝土支护工程技术规范[S].2015.

混凝土结构试验方法标准[S].2012.

李国翠.水泥基材料水化过程基本特性的电化学阻抗谱研究[D].哈尔滨工业大学,2010(05).

Ke Rui,Wang Liangqing,Zheng Luobin,Lu Sha,Tian Jianlin,Li Yong.Deterioration of mechanical properties at the anchor-mortar interface considering the effect of two-phase corrosion[J].Construction and Building Materials,2023.

Oliveira Rafael L.N.,Bragança Mariana O.G.P.,Medeiros-Junior Ronaldo A..Effect of coarse aggregate size on corrosion of reinforced concrete exposed to carbonation and chloride ingress by electrochemical measurements[J].Construction and Building Materials,2022.

Zhang Ning,Gu Quan,Wu Yongzhong,Xue Xin.Refined Peridynamic Modeling of Bond-Slip Behaviors between Ribbed Steel Rebar and Concrete in Pull-Out Tests[J].Journal of Structural Engineering,2022.

Yang Shuyan,Chen Xiaolong,Han Min,Song Junjie.Effect of sulfate attack, drying-wetting cycles and freezing-thawing cycles on reinforced concrete columns under eccentric loads[J].Structures,2022.

Jiang Zhen,Cai Guojun,Tian Guanglin,Liu Xuening.Effect of aggregate particle size on mortar pore structure[J].Construction and Building Materials,2022.

Jiang Linhua,Niu Yalu,Jin Weizhun,Gao Hailang,Chen Lei.Influence of chloride salt type on chloride ion diffusion performance of alkali-activated slag mortar[J].Construction and Building Materials,2022.

Meng Fanjun,Chen Wanxiang,Ma Jianjun,Xue Haien,Xie Tianxing,Xu Zhengyang.Bond behaviors of BFRP bars in concrete using carbon fiber rib anchorage[J].Construction and Building Materials,2022.

El Alami Eliass,Fekak FatimaEzzahra,Garibaldi Luigi,Moustabchir Hassane,Elkhalfi Ahmed,Scutaru Maria Luminita,Vlase Sorin.Numerical Study of the Bond Strength Evolution of Corroded Reinforcement in Concrete in Pull-Out Tests[J].Applied Sciences,2022.

Hu Zhijian,Shah Yasir Ibrahim,Yao Pengfei.Experimental and Numerical Study on Interface Bond Strength and Anchorage Performance of Steel Bars within Prefabricated Concrete[J].Materials,2021.

Zheng Shaojun,Liu Tianle,Jiang Guosheng,Fang Changliang,Qu Bo,Gao Peng,Li Lixia,Feng Yingtao.Effects of Water-to-Cement Ratio on Pore Structure Evolution and Strength Development of Cement Slurry Based on HYMOSTRUC3D and Micro-CT[J].Applied Sciences,2021.

Faculty of Material Science and Chemistry, China University of Geosciences, Wuhan, 430074, PR China,Ministry of Education Key Laboratory of Green Preparation and Application for Functional Materials, Hubei University, Wuhan, 430062, PR China,Engineering Research Center of Nano-Geo Materials of Ministry of Education, China University of Geosciences, Wuhan, 430074, PR China,Faculty of Material Science and Chemistry, China University of Geosciences, Wuhan, 430074, PR China,Faculty of Material Science and Chemistry, China University of Geosciences, Wuhan, 430074, PR China,Faculty of Material Science and Chemistry, China University of Geosciences, Wuhan, 430074, PR China,Faculty of Material Science and Chemistry, China University of Geosciences, Wuhan, 430074, PR China,Wuhan Research Institute of Materials Protection, Wuhan, 430070, PR China,Faculty of Material Science and Chemistry, China University of Geosciences, Wuhan, 430074, PR China,Ministry of Education Key Laboratory of Green Preparation and Application for Functional Materials, Hubei University, Wuhan, 430062, PR China,Engineering Research Center of Nano-Geo Materials of Ministry of Education, China University of Geosciences, Wuhan, 430074, PR China.A promising hybrid additive for enhancing the performance of alkaline aluminum-air batteries[J].Materials Chemistry and Physics,2021.

Matthias Kalthoff,Michael Raupach.Pull-out behaviour of threaded anchors in fibre reinforced ordinary concrete and UHPC for machine tool constructions[J].Journal of Building Engineering,2021.

Fengyin Du,Zuquan Jin,Wei She,Chuansheng Xiong,Guangyan Feng,Junfeng Fan.Chloride ions migration and induced reinforcement corrosion in concrete with cracks: A comparative study of current acceleration and natural marine exposure[J].Construction and Building Materials,2020.

Shuisheng Yu,Wancheng Zhu,Leilei Niu,Shichang Zhou,Penghui Kang.Experimental and numerical analysis of fully grouted long rockbolt load-transfer behavior[J].Tunnelling and Underground Space Technology incorporating Trenchless Technology Research,2019.

Guojian Liu,Yunsheng Zhang,Meng Wu,Ran Huang.Study of depassivation of carbon steel in simulated concrete pore solution using different equivalent circuits[J].Construction and Building Materials,2017.

Tao Shi,Liwei Zheng,Xiuchao Xu.Evaluation of alkali reactivity of concrete aggregates via AC impedance spectroscopy[J].Construction and Building Materials,2017.

D.V. Ribeiro,J.C.C. Abrantes.Application of electrochemical impedance spectroscopy (EIS) to monitor the corrosion of reinforced concrete: A new approach[J].Construction and Building Materials,2016.

Shanhua Xu,Anbang Li,Zengyang Ji,Yan Wang.Seismic performance of reinforced concrete columns after freeze–thaw cycles[J].Construction and Building Materials,2016.

T. Gutberlet,H. Hilbig,R.E. Beddoe.Acid attack on hydrated cement — Effect of mineral acids on the degradation process[J].Cement and Concrete Research,2015.

Biqin Dong,Qiwen Qiu,Jiaqi Xiang,Canjie Huang,Hongfang Sun,Feng Xing,Wei Liu.Electrochemical impedance interpretation of the carbonation behavior for fly ash–slag–cement materials[J].Construction and Building Materials,2015.

Xu Hong.Research on Anchor Characteristics of Anchorage Body Consideration of Bolt Corrosion[J].Advanced Materials Research,2011.

S. Caré,Q.T. Nguyen,V. L'Hostis,Y. Berthaud.Mechanical properties of the rust layer induced by impressed current method in reinforced mortar[J].Cement and Concrete Research,2008.

Mahdi Moosavi,Ahmad Jafari,Arash Khosravi.Bond of cement grouted reinforcing bars under constant radial pressure[J].Cement and Concrete Composites,2003.

张文翔,崔强,邱昊茨,陆洲,奚邦禄,张振华.输电线路单群锚基础抗拔特征差异的现场足尺试验[J].地质科技通报,2024(06).

周阳,来弘鹏,王兴广,孔军,李志磊,洪秋阳.长锚杆/锚索改善深埋大跨度隧道初支结构受力试验研究[J].岩土工程学报,2024(04).

李师毓,吴琼,王亮清,罗红明,秦越,刘智琪.地震作用下软硬互层顺层岩质边坡动力响应研究[J].地球科学,2023(08).

朱鸿鹄.工程地质界面：从多元表征到演化机理[J].地质科技通报,2023(01).

吴善百,王亮清,吴琼,田建林,郑罗斌,孙自豪.地震作用下锚固岩质边坡动力响应研究进展与展望[J].地球科学,2022(12).

王上上,陈富,李东贤,林后来,刘志良,李亮.锚杆不确定性对加固边坡失稳概率的影响[J].地质科技通报,2022(02).

黄俊.电催化界面和反应的电化学阻抗谱研究:经典永不褪色（英文）[J].电化学,2020(01).

李耀,尹世平,吕恒林.氯盐干湿循环下纤维编织网增强混凝土与既有混凝土的界面性能（英文）[J].Journal of Central South University,2020(03).

刘宇鹏,夏才初,吴福宝,徐晨,邓云纲.高地应力软岩隧道长、短锚杆联合支护技术研究[J].岩石力学与工程学报,2020(01).

孙益振,郑卫锋,范志强.输电线路节理化岩体注浆锚杆基础抗拔力模型试验研究[J].岩土力学,2012(01).

施锦杰,孙伟.等效电路拟合钢筋锈蚀行为的电化学阻抗谱研究[J].腐蚀科学与防护技术,2011(05).

伍远辉,罗宿星,付盈盈,肖英,孙成.氯离子环境下混凝土钢筋的电化学阻抗谱特征[J].表面技术,2011(03).

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