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水泥砂土浆的力学性能试验研究 被引量:5
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作者 吴波 曹慧璇 +2 位作者 林朗 张涛 张卉婷 《华南理工大学学报(自然科学版)》 EI CAS CSCD 北大核心 2020年第5期1-8,共8页
针对华南地区量大面广的两类渣土(花岗岩风化残积土、冲洪积土),建议用相应的处理工艺;采用处理后的可用渣土部分或全部取代天然河砂以制备水泥砂土浆,考察了基于工作性能的减水剂需求;开展了水泥砂土浆的抗压和抗折试验,揭示了相应力... 针对华南地区量大面广的两类渣土(花岗岩风化残积土、冲洪积土),建议用相应的处理工艺;采用处理后的可用渣土部分或全部取代天然河砂以制备水泥砂土浆,考察了基于工作性能的减水剂需求;开展了水泥砂土浆的抗压和抗折试验,揭示了相应力学性能随渣土取代率的变化规律。研究结果表明:(1)为确保水泥砂土浆的良好工作性能,减水剂用量随渣土取代率的增加逐渐增大,但其最大掺量(以固含量计)也仅为胶凝材料质量的1.1%左右;(2)采用基于冲洪积土的可用渣土部分或全部取代天然河砂时,水泥砂土浆的抗折和抗压强度以及弹性模量总体上都与无渣土时基本相当,实际工程中采用该类可用渣土完全取代天然河砂是可能的;(3)采用基于花岗岩风化残积土的可用渣土取代30%天然河砂不会对水泥砂土浆的力学性能产生明显不利影响;当该取代率提升至50%时,水泥砂土浆的28 d抗折强度、抗压强度和弹性模量相比无渣土时的最大降幅分别约为6%、15%和10%,实际工程中该类可用渣土的取代率以不超过50%为宜。 展开更多
关键词 花岗岩风化残积土 冲洪积土 水泥砂土浆 力学性能 压汞测试
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Preparation of Rapid Hardening Mortars Using Ultrafine Portland Cement
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作者 Obed Arnoldo Chimal-Valencia Juan Carlos Arteaga-Arcos +2 位作者 David Joaquin Delgado-Hernaindez Hernani Yee-Madeira Sebastian Diaz de la Torte 《Journal of Civil Engineering and Architecture》 2010年第8期63-69,共7页
During the hydration process, the Ultra-fine Cements present specific physical and chemical characteristics; they are, very short setting time and high heat release. For special applications, such as rapid hardening a... During the hydration process, the Ultra-fine Cements present specific physical and chemical characteristics; they are, very short setting time and high heat release. For special applications, such as rapid hardening and early high strength mortars or concretes, these characteristics can be considered advantageous. Some commercial products used for concrete reinforcement and repairs are the Rapid Hardening Mortars, these mortars must develop a time of setting up to 3 h and an initial compressive strength of about 3.5 MPa once the hardening of the paste is reached. The objective of the present research work is to use Ultra-fine Cement for the preparation of a series of different Rapid Hardening Mortars (with different percentages of Ultra-fine Cement), these mortars required the addition of a polycarboxylate-base specification F Superplasticizer. It was observed that the optimum water/cement (W/C) ratio for the hydration of the Ultra-fine Cements is W/C = 0.385. The Ultra-fine Cements were obtained by the High Energy Ball-milling technique at laboratory scale, 90% of the Particle Size Distribution is below 11 μm and the Blaine Specific Surface Area is over 9000 cm^2/g. 展开更多
关键词 Ultra fine portland cement high energy ball milling superplastizicer rapid hardening mortars
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