Leaching Behavior and Mechanical Properties Deterioration Model of the Itz between Aggregate and Cement Paste Modified by Micro-/Nano-Sio2

28 Pages Posted: 6 Sep 2023

See all articles by Wenlong Gao

Wenlong Gao

Changzhou University

Shaowei Wang

Changzhou University

pinghua zhu

Changzhou University

Jiawen Wu

Changzhou University

Hui Liu

Changzhou University

Qifeng Lyu

Changzhou University

Shaofeng Liu

Changzhou University

Abstract

Calcium leaching will cause deterioration of mechanical properties and durability of cement-based materials. The interfacial transition zone (ITZ) is a weak link between aggregate and cement paste in concrete, and its leaching behavior under complex influencing factors needs further exploration. Furthermore, it is necessary to establish a leaching-induced deterioration model for the ITZ mechanical properties that can be used in multi-scale discrete medium model-based numerical simulation. In this study, accelerated calcium leaching tests are conducted on aggregate-cement paste composite specimens using a 3 mol/L NH4Cl solution. The water cement (w/c) ratio and the content of micro-SiO2 (mS) and nano-SiO2 (nS) are taken as influencing factors. Time-varying laws of leaching degree, shear bonding strength and micro-Vickers hardness of the ITZ are investigated, and a deterioration model is established using the former two. The microstructure and elements of the ITZ are analyzed by BSEM/EDS. The results indicate that the leaching process of the ITZ satisfies the Fick’s diffusion law. Mechanical properties and leaching resistance of the ITZ are significantly lower than those of cement paste. Before leaching, the shear bonding strength of the latter is approximately 3.6 times that of the former, and it increases to 5.9 times after complete leaching. The micro-Vickers hardness of cement paste is approximately 1.5 times that of the ITZ. An appropriate content of mS or nS can reduce the Ca/Si ratio and improve the microstructure at ITZ. Mechanical properties and leaching resistance of the ITZ gradually decrease with the increase of w/c ratio, while these show a trend of first increasing and then decreasing with the increase of mS and nS content, with an optimum content of 8% and 2%, respectively. The mS and nS are beneficial to improve the leaching resistance of cement-based materials under long and short immersion time, respectively. The leaching degree-based deterioration model for the shear bonding strength of the ITZ has high prediction accuracy.

Keywords: Interfacial transition zone (ITZ), Calcium leaching, bonding strength, Micro-Vickers hardness, Micro-/nano-SiO2, Mechanical properties deterioration model

Suggested Citation

Gao, Wenlong and Wang, Shaowei and zhu, pinghua and Wu, Jiawen and Liu, Hui and Lyu, Qifeng and Liu, Shaofeng, Leaching Behavior and Mechanical Properties Deterioration Model of the Itz between Aggregate and Cement Paste Modified by Micro-/Nano-Sio2. Available at SSRN: https://ssrn.com/abstract=4563392 or http://dx.doi.org/10.2139/ssrn.4563392

Wenlong Gao

Changzhou University ( email )

Shaowei Wang (Contact Author)

Changzhou University ( email )

Pinghua Zhu

Changzhou University ( email )

Jiawen Wu

Changzhou University ( email )

Hui Liu

Changzhou University ( email )

Qifeng Lyu

Changzhou University ( email )

Shaofeng Liu

Changzhou University ( email )

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