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Influence of Pore Structure on Compressive Strength of Cement Mortar

机译:孔结构对水泥砂浆抗压强度的影响

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摘要

This paper describes an experimental investigation into the pore structure of cement mortar using mercury porosimeter. Ordinary Portland cement, manufactured sand, and natural sand were used. The porosity of the manufactured sand mortar is higher than that of natural sand at the same mix proportion; on the contrary, the probable pore size and threshold radius of manufactured sand mortar are finer. Besides, the probable pore size and threshold radius increased with increasing water to cement ratio and sand to cement ratio. In addition, the existing models of pore size distribution of cement-based materials have been reviewed and compared with test results in this paper. Finally, the extended Bhattacharjee model was built to examine the relationship between compressive strength and pore structure.
机译:本文介绍了使用水银孔率计对水泥砂浆孔结构进行的实验研究。使用普通的波特兰水泥,人造砂和天然砂。在相同的混合比例下,制成的砂浆的孔隙率要高于天然砂。相反,人造砂浆的可能的孔径和阈值半径更小。此外,可能的孔径和阈值半径随水灰比和砂灰比的增加而增加。另外,本文对现有水泥基材料孔径分布模型进行了综述,并与测试结果进行了比较。最后,建立扩展的Bhattacharjee模型以检验抗压强度与孔结构之间的关系。

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