Swelling, mechanical strength, and curing mechanism of sulfate saline loess stabilized with MgO-GGBS binder

IF 5.7 1区 工程技术 Q1 ENGINEERING, GEOLOGICAL
Peng Zhang, Yaling Chou, Erxing Peng, Yuping Wang
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引用次数: 0

Abstract

Treating sulfate saline soil with lime or cement can lead to significant ettringite-induced swelling, resulting in the deterioration of subgrade or foundation layers, particularly in the presence of excessive moisture. This study employed reactive MgO and ground granulated blast furnace slag (GGBS) to treat saline loess to mitigate this adverse swelling. Sodium sulfate saline loess with 4% salt content was stabilized by 8%, 10%, and 12% MgO-GGBS binder with MgO to GGBS ratios of 1:9, 2:8, and 3:7. The properties of the treated soil was assessed through linear swelling test, unconfined compressive strength (UCS), X-ray diffraction (XRD), derivative thermogravimetric analysis (DTG), and scanning electron microscopy (SEM) analysis. The results demonstrated that the UCS of saline loess stabilized with the MgO-GGBS binder increased gradually with the GGBS dosage and the curing time, and the MgO content of the binder exceeded 1% favored the hydration of GGBS and the strength development of cured saline soil. In addition, the linear swelling (%) and strength loss (%) of saline soil stabilized by the MgO-GGBS binder under immersion conditions decreased progressively with increasing MgO dosage. Saline loess cured with the MgO-GGBS binder containing 2% MgO exhibited the lowest linear swelling of 0.08%, while the strength of the cured soil with MgO dosages greater than 2% gradually increased under immersion. The optimal formulation for stabilizing saline loess with 4% salt content was 10% MgO-GGBS binder containing 2% MgO. XRD, DTG, and SEM analysis confirmed that the major secondary reaction products formed in the cured saline soil matrix by the MgO-GGBS binder containing more than 2% MgO included low crystallinity ettringite, S-AFm, Mg–Al–SO4 LDHs, and MSH gel, which primarily contributed to the reduction in linear swelling of the cured soil. In contrast, the swelling of binder treated soil with less than 1.6% MgO was predominantly due to the formation of ettringite and its water-absorption expansion.

Abstract Image

MgO-GGBS粘结剂稳定硫酸盐盐渍黄土的溶胀、机械强度及固化机理
用石灰或水泥处理硫酸盐盐碱土会导致明显的钙矾石引起的膨胀,导致路基或基础层的恶化,特别是在存在过多水分的情况下。本研究采用活性氧化镁和磨粒高炉渣(GGBS)处理含盐黄土,以减轻这种不良肿胀。用MgO-GGBS比分别为1:9、2:8和3:7的8%、10%和12%的MgO-GGBS粘结剂稳定含盐量为4%的硫酸钠盐黄土。通过线性膨胀试验、无侧限抗压强度(UCS)、x射线衍射(XRD)、导数热重分析(DTG)和扫描电镜(SEM)分析对处理后土的性质进行了评价。结果表明:MgO-GGBS粘结剂稳定盐渍黄土的单抗强度随着GGBS掺量和养护时间的增加而逐渐增大,粘结剂中MgO含量超过1%有利于GGBS的水化作用和固化盐渍土的强度发展;此外,MgO- ggbs粘结剂稳定盐渍土在浸水条件下的线性膨胀率(%)和强度损失率(%)随MgO掺量的增加而逐渐减小。掺量为2% MgO- ggbs粘结剂固化盐渍黄土的线性膨胀最小,为0.08%,而MgO掺量大于2%的固化土在浸水过程中强度逐渐增大。稳定含盐量为4%的盐化黄土的最佳配方为含2% MgO的10% MgO- ggbs粘结剂。XRD、DTG和SEM分析证实,MgO- ggbs粘结剂在固化盐渍土基质中形成的主要二次反应产物为低结晶度钙矾石、S-AFm、Mg-Al-SO4 LDHs和MSH凝胶,这是减少固化土线性膨胀的主要原因。相比之下,MgO含量低于1.6%的粘结剂处理土壤的膨胀主要是由于钙矾石的形成和吸水膨胀。
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来源期刊
Acta Geotechnica
Acta Geotechnica ENGINEERING, GEOLOGICAL-
CiteScore
9.90
自引率
17.50%
发文量
297
审稿时长
4 months
期刊介绍: Acta Geotechnica is an international journal devoted to the publication and dissemination of basic and applied research in geoengineering – an interdisciplinary field dealing with geomaterials such as soils and rocks. Coverage emphasizes the interplay between geomechanical models and their engineering applications. The journal presents original research papers on fundamental concepts in geomechanics and their novel applications in geoengineering based on experimental, analytical and/or numerical approaches. The main purpose of the journal is to foster understanding of the fundamental mechanisms behind the phenomena and processes in geomaterials, from kilometer-scale problems as they occur in geoscience, and down to the nano-scale, with their potential impact on geoengineering. The journal strives to report and archive progress in the field in a timely manner, presenting research papers, review articles, short notes and letters to the editors.
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