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CA砂浆泌水的影响因素分析 被引量:7
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作者 徐静 洪锦祥 +3 位作者 刘加平 万赟 朱晓斌 刘至飞 《东南大学学报(自然科学版)》 EI CAS CSCD 北大核心 2010年第A02期56-60,共5页
针对CA砂浆的泌水问题,研究流动性和材料配合比对泌水的影响规律.以泌水率为考察指标,研究了流动性、水与水泥质量比(m(W)m/(C))、减水剂与水泥质量比(m(SP)m/(C))、消泡剂与水泥质量比(m(DF)m/(C))、乳化沥青与水泥质量比(m(A)m/(C))... 针对CA砂浆的泌水问题,研究流动性和材料配合比对泌水的影响规律.以泌水率为考察指标,研究了流动性、水与水泥质量比(m(W)m/(C))、减水剂与水泥质量比(m(SP)m/(C))、消泡剂与水泥质量比(m(DF)m/(C))、乳化沥青与水泥质量比(m(A)m/(C))和砂与水泥质量比(m(S)m/(C))对泌水率的影响.结果表明,流动性对CA砂浆泌水影响显著,流锥时间越短、扩展度越大,泌水率越高,且扩展度不宜大于330mm;m(W)m/(C)和m(SP)m/(C)越大,流动性越高,泌水率越高;消泡剂用量越低,含气量越高,泌水率越低;乳化沥青用量过高或过低都会增加泌水率,m(A)m/(C)为0.4时较为适宜;泌水率随砂用量的提高而增加.因此,降低流动性,减少水、减水剂、消泡剂和砂用量,以及适宜的乳化沥青用量,都有利于改善CA砂浆的泌水问题. 展开更多
关键词 CA砂浆 泌水 流动性 材料组成
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CA砂浆的离析与泌水机理探讨 被引量:7
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作者 朱晓斌 徐静 +1 位作者 刘至飞 洪锦祥 《建筑材料学报》 EI CAS CSCD 北大核心 2014年第6期945-951,共7页
通过研究CA砂浆(水泥乳化沥青砂浆)的流变性能及乳化沥青的储存稳定性,提出了CA砂浆抗离析的关键控制指标.结合经典胶体理论和水泥水化理论,探讨了电解质对乳化沥青稳定性的影响,分析了水泥水化与乳化沥青破乳的交互影响.研究表明:CA砂... 通过研究CA砂浆(水泥乳化沥青砂浆)的流变性能及乳化沥青的储存稳定性,提出了CA砂浆抗离析的关键控制指标.结合经典胶体理论和水泥水化理论,探讨了电解质对乳化沥青稳定性的影响,分析了水泥水化与乳化沥青破乳的交互影响.研究表明:CA砂浆属于典型的赫-巴(HB)流体,屈服应力及黏度是控制其离析的重要指标;水泥通过水化向溶液释放高价阳离子,进而影响乳化沥青的稳定性;CA砂浆的泌水是水泥水化与乳化沥青破乳相互作用的结果,离析是泌水的必要条件. 展开更多
关键词 水泥乳化沥青(CA)砂浆 离析 泌水 机理 流变性能
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Laboratory research on rheological behavior and characterization of ultraviolet aged asphalt 被引量:3
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作者 吴少鹏 朱国军 +1 位作者 陈筝 刘至飞 《Journal of Central South University》 SCIE EI CAS 2008年第S1期369-373,共5页
The influence of aging on the evolution of structural,morphological and rheological properties of neat asphalt was investigated by Fourier transform infrared(FTIR),atomic force microscopy(AFM) and dynamic shear rheome... The influence of aging on the evolution of structural,morphological and rheological properties of neat asphalt was investigated by Fourier transform infrared(FTIR),atomic force microscopy(AFM) and dynamic shear rheometer(DSR),respectively.Asphalt was suffered under 20 W/m2 of UV radiant intensity and under the condition of aging time(0,48,96 and 144 h) with film thickness of 100 μm and film thickness of 50,100,200 and 500 μm after aging for 120 h,respectively,at certain UV radiant intensity 20 W/m2.Rheological results tested by DSR exhibit higher the complex shear(stiffness) modulus(G*) and lower phase angle(δ),compared to the virgin at the same test condition.The compositions analysis of asphalt before and after aging show an increase of carbonyl and sulfoxides,while a decrease of aromatic functional groups.With the increase of the component of asphaltene,obvious agglomerates of asphalten appear in neat asphalt surfaces after aging. 展开更多
关键词 ultraviolet(UV) AGING ASPHALT RHEOLOGICAL behavior chemical microstructure MORPHOLOGY EVOLUTIONS
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Rheological properties of asphalt mixtures containing various fibers
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作者 叶群山 吴少鹏 +1 位作者 陈筝 刘至飞 《Journal of Central South University》 SCIE EI CAS 2008年第S1期333-336,共4页
Rheological characteristics of fiber-modified asphalt mixture were investigated.Cellulous fiber,polyester fiber and mineral fiber were used as additives for asphalt mixture,and the dosages were 0.3%,0.3%,0.4%,respecti... Rheological characteristics of fiber-modified asphalt mixture were investigated.Cellulous fiber,polyester fiber and mineral fiber were used as additives for asphalt mixture,and the dosages were 0.3%,0.3%,0.4%,respectively.Dynamic modulus test using superpave simple performance tester(SPT) was adopted to study the dynamic modulus and phase angle for the control mixture and fiber-modified ones at various temperatures and frequencies.Test results show that the rheological properties can be improved significantly by the addition of various fibers.The dynamic modulus increases with the increase of frequency,and the phase angle decreases with the increase of frequency.When various fibers are used,the dynamic modulus increases and phase angle decreases at each frequency.This indicates that the stiffness and the elastic portion of fiber-modified asphalt mixtures can be enhanced when various fibers are used,which results in the change of viscoelastic properties of mixtures.The creep test results show that the total strain and the permanent strain of asphalt mixtures during load-unload cycle can be significantly reduced,which results in the improvement of resistance to permanent deformation for asphalt mixtures containing various fiber additives.The Burgers model can be employed effectively to illustrate the rheological properties of fiber modified asphalt mixtures. 展开更多
关键词 ASPHALT MIXTURE fiber modified RHEOLOGICAL PROPERTY dynamic MODULUS RHEOLOGICAL model
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