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粘土水泥系列浆材性能优越,价格低廉,可广泛应用于库堤防渗、灌浆加固、溶洞充填、垃圾填埋防护等工程中,其流变性能对灌浆施工及防渗加固效果的影响不可忽视。利用Brookfield+R/S流变仪系统研究粘土水泥系列浆材的流变性能,包括流变模型、粘度时变性和触变性,进而根据其各自流变性能分析其适用范围。结果表明:粘土水泥浆材的流变性能与水固比及粘土掺量有关,其初始粘度较普通水泥浆大,扩散范围可控,在大空隙多孔地层使用适宜配比的粘土水泥浆材进行防渗灌浆,可很好地解决跑浆、串浆的问题,提高灌浆效益;粘土水泥膏浆的流变性能主要与固化剂掺量有关,其初始屈服应力及粘度大,具有良好的抗水流冲释性能,可用于地下动水条件下的防渗堵漏;粘土水泥砂膏浆流变性能与固化剂掺量和砂灰比有关,添加砂料后,初始屈服应力及粘度更大,不易流失,可作为溶洞填充材料,节约工程成本,是耗浆量大的地质条件防渗的优选灌浆材料。

The series of clay-cement materials are fine grouting materials with low price. They have been widely used in areas of landfill, curtain grouting, side slope treatment, cavity-filling and engineering for seepage-proof consolidation. Its rheological properties have an inconvenient influence on process and performance of the grouting engineering. The rheological model,viscosity time variation and thixotropy of this series of clay-cement materials are obtained by using Brookfield+R/S Rheometer. According to their rheological properties,the application range is analyzed. The results show that the rheological properties of clay cement slurry are related to the water-solid ratio and the amount of clay. The initial viscosity is larger than ordinary cement slurry. And the diffusion area is controllable. The clay cement slurry grouting material is widely used in the large space of porous formation. It can solve the problem of running slurry and grout leaking well and improve the efficiency of grouting. The rheological of clay cement paste slurry is mainly related to the amount of curing agent. Its initial yield stress and viscosity are large. And it has great resistance to water flow which can be used for blocking leakage and anti-seepage in the condition of underground dynamic water. The rheological of clay cement sand paste slurry is related to the amount of curing agent and sand-cement ratio. The initial yield stress and viscosity are larger and it’ s not easy to drain after adding sand into the slurry. The sand materials can be used as filler material in the cave, which can save the cost of the engineering. It is the preferred material for anti-seepage grouting with much soil in rock and cave.

参考文献

[1] 张贵金;胡荣宗;钟平;杨松林;陈安重.新型可控性粘土水泥膏浆试验研究[J].水利水电技术,2013(2):66-70.
[2] 赵迪华;杨松林;张贵金.控制灌浆技术在托口水电站河湾防渗工程中的应用[J].水利水电技术,2014(12):7-10.
[3] 王小萍;殷素红;赵三银;吴清仁;余其俊;文梓芸.碱激发碳酸盐矿-矿渣复合灌浆材料流变性能的研究[J].长江科学院院报,2006(6):80-83.
[4] 马昆林;龙广成;谢友均;朱蓉.水泥-粉煤灰-石灰石粉复合浆体的流变性能[J].硅酸盐学报,2013(5):582-587,596.
[5] 李术才;韩伟伟;张庆松;刘人太;翁贤杰.地下工程动水注浆速凝浆液黏度时变特性研究[J].岩石力学与工程学报,2013(1):1-7.
[6] 王星华.粘土-水泥浆流变性及其影响因素研究[J].岩土工程学报,1997(05):43.
[7] 曾祥熹;郑长成.水泥浆的流变性及其对浆液运动的影响[J].华东地质学院学报,1999(2):137-141.
[8] 王发洲;王涛;胡曙光;刘志超;高涛;陈亮.CA砂浆的流变特性[J].武汉大学学报(工学版),2008(4):69-72.
[9] 何涛;赵青林;徐奇威;刘源强.不同外加剂对水泥基灌浆材料流变性能的影响[J].硅酸盐通报,2010(3):728-733.
[10] 刘义峰 .机制砂水泥砂浆流变性能研究[D].重庆交通大学,2014.
[11] 张贵金;杨松林;陈安重;张群.适应深厚复杂岩土层防渗灌浆的可控性黏土水泥稳定浆材及快速配制[J].岩石力学与工程学报,2012(z1):3428-3436.
[12] 张欢;邓最亮;郑柏存;郭卫红.外加剂对水泥基注浆材料流变性能的调控作用[J].硅酸盐通报,2014(2):321-327.
[13] 秦鹏飞.砂砾石土可灌性的研究[J].四川建筑科学研究,2014(05):135-137.
[14] 张贵金;曾柳絮;陈安重;杨松林;彭春雷.松软地层高压灌浆封孔浆体研制及应用论证[J].岩土工程学报,2012(06):1109-1116.
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