Experimental analysis on the relationship between pore structure and capillary water absorption characteristics of cement-based materials

被引:65
作者
Zhao, Haitao [1 ]
Ding, Jian [1 ]
Huang, Yuyu [2 ]
Tang, Yimin [3 ]
Xu, Wen [4 ]
Huang, Donghui [5 ]
机构
[1] Hohai Univ, Coll Civil & Transportat Engn, 1 Xikang Rd, Nanjing 210098, Jiangsu, Peoples R China
[2] CSCEC AECOM Consultants CO LTD, Nanjing 211800, Jiangsu, Peoples R China
[3] State Grid Shanghai Elect Power Engn Construct Co, Shanghai 200120, Peoples R China
[4] Southeast Univ, Coll Mat Sci & Engn, Nanjing 211189, Jiangsu, Peoples R China
[5] Jinling Inst Technol, Sch Architectural Engn, 99 Hongjing Ave, Nanjing 211169, Jiangsu, Peoples R China
基金
中国国家自然科学基金;
关键词
capillary absorption coefficient; cement-based materials; equivalent pore radius; low-field nuclear magnetic resonance spectroscopy; modified model; porosity; HIGH-STRENGTH CONCRETE; SIZE DISTRIBUTION; COMPRESSIVE STRENGTH; MINERAL ADMIXTURES; SILICA FUME; FLY-ASH; SORPTIVITY; DURABILITY; PASTE; MICROSTRUCTURE;
D O I
10.1002/suco.201900184
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Capillary absorption capacity has an important influence on the durability of concrete and is closely related to pore structure. In this study, the pore structure and capillary water absorption of samples were determined by low-field nuclear magnetic resonance spectroscopy and the gravimetric method, respectively. The test results show that the most probable pore diameter and equivalent pore diameter of cement-based materials increase with increasing water to cement ratio (w/c) and fly ash (FA) content and decrease with increasing curing age and cement to sand ratio (c/s). The porosity of cement-based materials increases with increasing w/c and c/s, decreases with increasing curing age, and first decreases and then increases with increasing FA content. The curves for the amount of capillary water absorption per unit area in specimens with the square root of time for cement-based material under different influence factors are similar and show obvious linear and stable stages. The capillary absorption coefficient is nearly linearly related to w/c or c/s, and nonlinearly related to curing age or FA content, observation that are well correlated with the porosity and square root of the equivalent pore radius. A modified model is proposed for the capillary absorption coefficient with consideration of the pore structure, and the theoretical results of the model are in good agreement with the test results.
引用
收藏
页码:1750 / 1762
页数:13
相关论文
共 65 条
[1]   Predicting the capillary imbibition of porous rocks from microstructure [J].
Benavente, D ;
Lock, P ;
Del Cura, MAG ;
Ordóñez, S .
TRANSPORT IN POROUS MEDIA, 2002, 49 (01) :59-76
[2]   Effect of sea water and MgSO4 solution on the mechanical properties and durability of self-compacting mortars with fly ash/silica fume [J].
Benli, Ahmet ;
Karatas, Mehmet ;
Gurses, Elif .
CONSTRUCTION AND BUILDING MATERIALS, 2017, 146 :464-474
[3]   Prevention of autogenous shrinkage in high-strength concrete by internal curing using wet lightweight aggregates [J].
Bentur, A ;
Igarashi, S ;
Kovler, K .
CEMENT AND CONCRETE RESEARCH, 2001, 31 (11) :1587-1591
[4]   MICROSTRUCTURE DETERMINATION OF CEMENT PASTES BY NMR AND CONVENTIONAL TECHNIQUES [J].
BHATTACHARJA, S ;
MOUKWA, M ;
DORAZIO, F ;
JEHNG, JY ;
HALPERIN, WP .
ADVANCED CEMENT BASED MATERIALS, 1993, 1 (02) :67-76
[5]   Investigation of early hydration dynamics and microstructural development in ordinary Portland cement using 1H NMR relaxometry and isothermal calorimetry [J].
Bligh, M. W. ;
d'Eurydice, M. N. ;
Lloyd, R. R. ;
Arns, C. H. ;
Waite, T. D. .
CEMENT AND CONCRETE RESEARCH, 2016, 83 :131-139
[6]  
Bungey H, 2006, TESTING CONCRETE STR
[7]   Effect of sample conditioning on the water absorption of concrete [J].
Castro, Javier ;
Bentz, Dale ;
Weiss, Jason .
CEMENT & CONCRETE COMPOSITES, 2011, 33 (08) :805-813
[8]   Study on the deterioration process of cement-based materials under sulfate attack and drying-wetting cycles [J].
Chen, Huaicheng ;
Hu, Haoliang ;
Qian, Chunxiang .
STRUCTURAL CONCRETE, 2018, 19 (04) :1225-1234
[9]   Tensile behavior of textile reinforced concrete subjected to freezing-thawing cycles in un-cracked and cracked regimes [J].
Colombo, Isabella Giorgia ;
Colombo, Matteo ;
di Prisco, Marco .
CEMENT AND CONCRETE RESEARCH, 2015, 73 :169-183
[10]   Permeability and pore structure of OPC paste [J].
Cui, L ;
Cahyadi, JH .
CEMENT AND CONCRETE RESEARCH, 2001, 31 (02) :277-282