Mineralogical and Microstructural Characterization of Cement-Stabilized Soft Soils Based on Quantitative Analyses

Liu, Zhuang, Ong, Dominic E.L., , Oh, Erwin, & Liu, Yaxu (2023) Mineralogical and Microstructural Characterization of Cement-Stabilized Soft Soils Based on Quantitative Analyses. Journal of Materials in Civil Engineering, 35(3), Article number: 04022487.

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Description

<p>The effects of cement dosage (percentage by dry soil weight) and initial moisture content (wo) on cement stabilized soft estuarine clay were investigated by effective integration of multi-quantitative analyses, including quantitative X-ray diffraction (XRD), thermalgravimetric analysis (TGA), Brunauer-Emmett-Teller (BET) test and scanning electron microscopy (SEM) with image processing. These quantitative analyses are highly complementary, which greatly improved the scientificalness of this research. The results revealed that the strength development of cement stabilized soft estuarine clay with varying cement dosages, and initial moisture content was ascribed to the combined influence of both soil fabric improvement and cementation bonding enhancement. The increase of wo resulted in larger clay particle spaces, which can counteract the enhancement of soil structure due to the rising hydration products. The hydration degrees of samples with fixed cement dosage but different wo are quite similar, while clay particle spaces were enlarged with an increase of initial moisture content. Thus, the same quantity of hydration products may bind more soil particles when pores are small at lower wo, thus increasing unconfined compressive strength (UCS). Furthermore, BET and quantitative SEM results illustrate that hydration degree plays a dominant role in the development of intra-aggregate pores (<0.2 μm), while wo affects inter-aggregate pores (0.2 μm-2 μm) more.</p>

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ID Code: 245307
Item Type: Contribution to Journal (Journal Article)
Refereed: Yes
ORCID iD:
Wang, Senorcid.org/0000-0002-9135-6832
Additional Information: Acknowledgments: The soft soil collection was supported by the Port of Brisbane Pty Ltd. The XRD, TGA, BET and SEM data were acquired from the Central Analytical Research Facility (CARF) at Queensland University of Technology (QUT). The authors would like to acknowledge Dr. Jess Wu, Ms. Elizabeth Graham, Dr. Tony Wang, Dr. Henry Spratt, Mr. Shane Russell, Ms. Karine Harumi Moromizato and Mr. Ashley Locke from CARF for their assistance in the characterizations.
Measurements or Duration: 15 pages
DOI: 10.1061/(ASCE)MT.1943-5533.0004662
ISSN: 0899-1561
Pure ID: 153044479
Divisions: Current > QUT Faculties and Divisions > Faculty of Engineering
Current > Schools > School of Civil & Environmental Engineering
Funding Information: The soft soil collection was supported by the Port of Brisbane Pty Ltd. The XRD, TGA, BET and SEM data were acquired from the Central Analytical Research Facility (CARF) at Queensland University of Technology (QUT). The authors would like to acknowledge Dr. Jess Wu, Ms. Elizabeth Graham, Dr. Tony Wang, Dr. Henry Spratt, Mr. Shane Russell, Ms. Karine Harumi Moromizato and Mr. Ashley Locke from CARF for their assistance in the characterizations.
Copyright Owner: 2022 ASCE
Copyright Statement: This work is covered by copyright. Unless the document is being made available under a Creative Commons Licence, you must assume that re-use is limited to personal use and that permission from the copyright owner must be obtained for all other uses. If the document is available under a Creative Commons License (or other specified license) then refer to the Licence for details of permitted re-use. It is a condition of access that users recognise and abide by the legal requirements associated with these rights. If you believe that this work infringes copyright please provide details by email to qut.copyright@qut.edu.au
Deposited On: 19 Dec 2023 23:30
Last Modified: 13 Jun 2024 16:50