石灰-膨润土-水混合物的时间-温度-强度-反应产物关系

C. G. Ruff, C. Ho
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引用次数: 15

摘要

研究了石灰-膨润土-水混合物中固化时间、固化温度、强度和反应之间的相互关系。样品在恒定的密度和水分含量下成型,然后在5℃至60℃的恒温下固化1至56天。在适当的固化时间后,样品进行无侧限抗压强度测试。然后用x射线衍射仪和分光光度计对破碎的样品进行分析,以确定每个固化期后存在的反应产物的身份。结果表明,石灰-粘土混合料在不同温度下的强度增益是由于复合反应的不同相(石灰-粘土CSH / gel /、CSH / ii /、CSH / i /、托贝莫来石)所决定的。反应进行得越远,强度越高。在50℃以上的固化温度下,硅酸钙水合物的结构中也有晶格取代的证据。时间、温度、强度与反应产物的s / a比之间不存在一致的关系,但为了获得高强度,表观c / s比必须小于2。固化温度对固化石灰-粘土混合物中一定数量的反应二氧化硅所形成的强度有影响,但在给定的固化温度下,反应二氧化硅量最大的固化样品强度最高。有证据表明,在粘土反应过程中,一些钙确实被吸附在粘土结构上,而不是进入火山灰反应。最后,确定了用分光光度法分析石灰-粘土反应产物中二氧化硅和氧化铝的含量是可能的,并且具有足够的准确度,可以进行比较。在调查中使用的分光光度分析技术简单,不耗时。/作者/
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Time-Temperature Strength-Reaction Product Relationships in Lime-Bentonite-Water Mixtures
THE INTERRELATION OF CURING TIME, CURING TEMPERATURE, STRENGTH, AND REACTIONS IN LIME-BENTONITE-WATER MIXTURES WAS EXAMINED. SAMPLES WERE MOLDED AT CONSTANT DENSITY AND MOISTURE CONTENT AND THEN CURED FOR PERIODS OF FROM 1 TO 56 DAYS AT CONSTANT TEMPERATURES THAT RANGED FROM 5 C TO 60 C. AFTER THE APPROPRIATE CURING TIME THE SAMPLES WERE TESTED FOR UNCONFINED COMPRESSIVE STRENGTH. THE BROKEN SAMPLES WERE THEN ANALYZED BY X-RAY DIFFRACTOMETER AND SPECTROPHOTOMETER TO DETERMINE THE IDENTITY OF THE REACTION PRODUCTS PRESENT AFTER EACH CURING PERIOD. IT WAS FOUND THAT THE STRENGTH GAIN OF LIME-CLAY MIXTURES CURED AT DIFFERENT TEMPERATURES IS DUE TO DIFFERENT PHASES OF THE COMPLEX REACTION, LIME & CLAY CSH /GEL/, CSH /II/, CSH /I/, TOBERMORITE. THE FARTHER THE REACTION PROCEEDS, THE HIGHER THE STRENGTH. THERE WAS ALSO EVIDENCE OF LATTICE SUBSTITUTIONS IN THE STRUCTURE OF THE CALCIUM SILICATE HYDRATES AT CURING TEMPERATURES OF 50 C AND HIGHER. NO CONSISTENT RELATIONSHIP BETWEEN TIME, TEMPERATURE, STRENGTH, AND THE S/A RATION OF REACTION PRODUCTS EXISTED, BUT IN ORDER TO ACHIEVE HIGH STRENGTHS THE APPARANT C/S RATION HAD TO BE LESS THAN TWO. THE CURING TEMPERATURE HAD AN EFFECT ON THE STRENGTH DEVELOPED BY A GIVEN AMOUNT OF REACTED SILICA IN THE CURED LIME-CLAY MIXTURE, BUT AT A GIVEN CURING TEMPERATURE THE CURED SAMPLE THAT HAD THE LARGEST AMOUNT OF REACTED SILICA GAVE THE HIGHEST STRENGTH. EVIDENCE WAS FOUND TO INDICATE THAT DURING THE CLAY REACTION SOME CALCIUM IS INDEED ADSORBED ONTO THE CLAY STRUCTURE RATHER THAN ENTERING INTO A POZZOLANIC REACTION. FINALLY, IT WAS DETERMINED THAT IT IS POSSIBLE TO DETERMINE THE AMOUNT OF SILICA AND ALUMINA IN LIME-CLAY REACTION PRODUCTS BY SPECTROPHOTOMETRIC ANALYSIS WITH SUFFICIENT ACCURACY FOR COMPARISON PURPOSES. THE SPECTROPHOTOMETRIC ANALYSIS TECHNIQUES USED DURING THE INVESTIGATION WERE SIMPLE AND WERE NOT TIME CONSUMING. /AUTHOR/
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