石灰稳定高岭石的强度发展与泡沫反应之间的关系

IF 2.6 Q2 ENGINEERING, GEOLOGICAL
Tasneem Ahmadullah, Maria Chrysochoou
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引用次数: 0

摘要

这项研究有助于定量了解高岭石在两年内与石灰的反应。非收缩抗压强度(UCS)随时间呈线性增长,在一年内翻了一番,随后下降了 14%。在十个固化时间(0、7、28、90、120、180、270、360、540 和 720 天)内,使用热重分析法(TGA)、X 射线衍射法(XRD)和核磁共振法(NMR)对该体系进行了光谱分析。热重分析和 X 射线衍射均显示,在 180 天内,波长石减少;在 270 天内,波长石似乎已完全消耗。TGA 曲线显示,在最初的 360 天内,水化产物有所增加,并随着 UCS 的增加呈线性趋势。在此期间,XRD 或 NMR 均未观察到水化产物,高岭石含量也未发现变化。360 天后,TGA 中水合物的增长速度减慢,XRD 和 NMR 显示,直到 720 天,菱锰矿(Ca2Al2SiO7∙8H2O)迅速增加,同时高岭石的信号也有所减少。总之,这些结果表明高岭石溶解过程分为两个阶段:第一阶段,大约在 360 天以内,是不协调阶段,其特征是硅或铝的优先释放和波长石的消耗,从而导致无定形硅酸钙水合物(CSH)或单磺铝酸钙水合物(CAH)的形成。第二阶段涉及同相溶解和硅酸铝钙水合物(CASH)的形成。据推测,CSH 或 CAH 到 CASH 的转变发生在第二阶段,会导致胶凝基质紊乱和强度下降。
本文章由计算机程序翻译,如有差异,请以英文原文为准。

Relationship between strength development and pozzolanic reactions in lime stabilized kaolinite

Relationship between strength development and pozzolanic reactions in lime stabilized kaolinite

This study contributes to the quantitative understanding of kaolinite reactions with lime over two years. Unconfined Compressive Strength (UCS) increased linearly with time, doubling within one year, followed by a 14% decrease. Spectroscopic analysis of the system was performed at ten curing times (0, 7, 28, 90, 120, 180, 270, 360, 540 and 720 days) using Thermogravimetric Analysis (TGA), X-Ray Diffraction (XRD) and 2Nuclear Magnetic Resonance (NMR). Both TGA and XRD showed decrease of portlandite up to 180 days; complete consumption appears to have occurred by 270 days. TGA curves indicated an increase in hydration products in the first 360 days which followed a linear trend with UCS increase. No hydration products were observable by either XRD or NMR during that timeframe and no detectable changes in the kaolinite content either. After 360 days, growth in the hydrates in TGA slowed, and XRD, NMR showed a rapid increase of stratlingite (Ca2Al2SiO7∙8H2O) up to 720 days along with a decrease in the kaolinite signal. Collectively, these results point to two phases in kaolinite dissolution: the first phase, up to about 360 days, is incongruent, characterized by preferential release of Si or Al and portlandite consumption, leading to amorphous Calcium Silicate Hydrate (CSH) or an Afm phase, calcium monosulphoaluminate hydrate (CAH) formation. The second phase involves congruent dissolution and formation of Calcium Alumino Silicate Hydrate (CASH). It is hypothesized that CSH or CAH to CASH transformation occurs in the second stage, causing a disturbance in the cementitious matrix and loss in strength.

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来源期刊
International Journal of Geo-Engineering
International Journal of Geo-Engineering ENGINEERING, GEOLOGICAL-
CiteScore
3.70
自引率
0.00%
发文量
10
审稿时长
13 weeks
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