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Relevant bibliographies by topics / Stabilised Soil Products

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Journal articles

Academic literature on the topic 'Stabilised Soil Products'

Author: Grafiati

Published: 6 September 2023

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Journal articles on the topic "Stabilised Soil Products"

1

Sithole, Thandiwe. "Elevated Temperature Basic Oxygen Furnace Slag Stabilisation of Desilicated Foundry Sand." Key Engineering Materials 953 (August 25, 2023): 105–12. http://dx.doi.org/10.4028/p-onlwu9.

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This study presents the use of Basic Oxygen Furnace slag (BOFS) as a stabilizer for disilicated waste foundry (DWF) sand and therefore provides an opportunity for high-volume use of waste material for low-cost, low-volume building and construction material. DWF was stabilized with BOFS to 40 %. The effect of composite moisture content, BOFS content, curing time and curing temperature was studied. A 50:50 DWF: BOFS composite cured at 80 °C for 96 h had the highest unconfined compressive strength (UCS) of 7.83 MPa, a 15.5 % water absorption after a 24 h soak with a corresponding 20.5 % reduction

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2

Falciglia, Pietro Paolo, Abir Al-Tabbaa, and Federico G. A. Vagliasindi. "DEVELOPMENT OF A PERFORMANCE THRESHOLD APPROACH FOR IDENTIFYING THE MANAGEMENT OPTIONS FOR STABILISATION/SOLIDIFICATION OF LEAD POLLUTED SOILS." JOURNAL OF ENVIRONMENTAL ENGINEERING AND LANDSCAPE MANAGEMENT 22, no. 2 (2014): 85–95. http://dx.doi.org/10.3846/16486897.2013.821070.

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Two soils spiked with lead at different rates were stabilised/solidified using Portland cement and fy ash at different soil:binder ratios, and tested for their setting time, unconfined compressive strength, leachability and durability. A performance threshold approach was used in order to identify optimal management options for the products of the S/S treatment. Results show that soil texture, percentage of binders and lead concentration play an important part in the treatment, significantly influencing the performance of the resulting products in terms of curing, compressive strength and dura

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3

Jeremiah, Jeremiah J., Samuel J. Abbey, Colin A. Booth, and Anil Kashyap. "Geopolymers as Alternative Sustainable Binders for Stabilisation of Clays—A Review." Geotechnics 1, no. 2 (2021): 439–59. http://dx.doi.org/10.3390/geotechnics1020021.

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The need to transit to greener options in soil stabilisation has revamped research on the use of industrial and agricultural by-products in order to cut down on the current carbon footprint from the use of ordinary Portland cement (OPC) and lime related binders for the treatment of problematic soils. This study is a review on the use of geopolymers constituted by alkali activation of several industrial wastes such as pulverised fuel ash (PFA), ground granulated blast furnace slag (GGBS), metakaolin (MK), glass powder (GP), palm oil fuel ash (POFA), silica fume (SF), rice husk ash (RHA), volcan

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4

Xing, Guoqi, Lijun Zhang, Wei Xuan, Yueyue Pan, Yue Zhao, and Bing Zhang. "Influence of Alkaline Activators on Unconfined Compressive Strength of Saline Soils Stabilised with Ground Granulated Blast Furnace Slags." Advances in Civil Engineering 2021 (November 23, 2021): 1–13. http://dx.doi.org/10.1155/2021/8893106.

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To mitigate the environmental impact induced by CO2 emissions and nonrenewable resource consumption, which are typically associated with Portland cement production, ground granulated blast furnace slags (GGBSs) are usually added to the cement. In this study, the stabilisation effect of alkali-activated GGBS on saline soil and the hydration products of alkali-activated GGBS were investigated by unconfined compressive strength tests and scanning electron microscopy, respectively. The results show that Ca(OH)2 and NaOH as alkaline activators for GGBS significantly improve the unconfined compressi

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5

Cristelo, Nuno, Jhonathan Rivera, Tiago Miranda, and Ana Fernández-Jiménez. "Stabilisation of a Plastic Soil with Alkali Activated Cements Developed from Industrial Wastes." Sustainability 13, no. 8 (2021): 4501. http://dx.doi.org/10.3390/su13084501.

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The development of alternative materials for the construction industry, based on different types of waste, is gaining significant importance in recent years. This is mostly due to the need to increase sustainability of this heavily polluting activity, thus mitigating the dependence on, for instance, Portland cement. The present paper is related to the development of an alkaline activated cement (AAC) exclusively fabricated from industrial by-products (both precursor and activator). Coal combustion fly ash, a common residue from thermoelectric powerplants, and glass waste, from the manufacture

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6

Luo, Zhengdong, Biao Luo, Yufei Zhao, et al. "Experimental Investigation of Unconfined Compression Strength and Microstructure Characteristics of Slag and Fly Ash-Based Geopolymer Stabilized Riverside Soft Soil." Polymers 14, no. 2 (2022): 307. http://dx.doi.org/10.3390/polym14020307.

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To solve the issues of insufficient early strength of cement stabilized soil and high resource cost, high reduction cost, and high environmental cost induced by the application of cement, the slag and fly ash-based geopolymer was adopted as the stabilizer to treat riverside soft soil. This study mainly investigated the effects of stabilizer content, slag-to-fly ash ratio, and alkaline activator content on the strength of geopolymer stabilized soils with different curing ages. Unconfined compressive strength (UCS), scanning electron microscope (SEM), and X-ray energy spectrum analysis (EDS) tes

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7

Shen, Xiao Ming, Zhan Guo Li, Da Huo, and Hai Yan Zhao. "A Preliminary Study of Stabilizing Artificial Saline Sludge Using Compound Stabilizer." Advanced Materials Research 450-451 (January 2012): 343–47. http://dx.doi.org/10.4028/www.scientific.net/amr.450-451.343.

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There is large-area saline sludge which should be stabilized in China. In this experiment, cementitious component (cement), alkaline component (Ca(OH)2) and expansive component (sulfuraluminate cement or gypsum) were used as compound stabilizer with different combinations to stabilize artificial saline sludge, then the unconfined compressive strength of stabilized soil samples was determined, and the hydration products of the stabilized soil were analyzed by XRD, the stabilizing mechanism and the required hydrate species of stabilized soil were preliminary explored. The results show that the u

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8

Parsons, Robert L., and Justin P. Milburn. "Engineering Behavior of Stabilized Soils." Transportation Research Record: Journal of the Transportation Research Board 1837, no. 1 (2003): 20–29. http://dx.doi.org/10.3141/1837-03.

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Stabilization of soils is an effective method for improving soil properties and pavement system performance. For many soils, more than one stabilization agent may be effective, and financial considerations or availability may be the determining factor on which to use. A series of tests was conducted to evaluate the relative performance of lime, cement, Class C fly ash, and an enzymatic stabilizer. These products were combined with a total of seven different soils with Unified Soil Classification System classifications of CH, CL, ML, and SM. Durability testing procedures included freeze–thaw, w

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9

Liu, Hailong, Jiuye Zhao, Yu Wang, Nangai Yi, and Chunyi Cui. "Strength Performance and Microstructure of Calcium Sulfoaluminate Cement-Stabilized Soft Soil." Sustainability 13, no. 4 (2021): 2295. http://dx.doi.org/10.3390/su13042295.

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Calcium sulfoaluminate cement (CSA) was used to stabilize a type of marine soft soil in Dalian China. Unconfined compressive strength (UCS) of CSA-stabilized soil was tested and compared to ordinary Portland cement (OPC); meanwhile the influence of amounts of gypsum in CSA and cement contents in stabilized soils on the strength of stabilized soils were investigated. X-ray diffraction (XRD) tests were employed to detect generated hydration products, and scanning electron microscopy (SEM) was conducted to analyze microstructures of CSA-stabilized soils. The results showed that UCS of CSA-stabili

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10

Yi, Yaolin, Kaiwen Lu, Songyu Liu, and Abir Al-Tabbaa. "Property changes of reactive magnesia–stabilized soil subjected to forced carbonation." Canadian Geotechnical Journal 53, no. 2 (2016): 314–25. http://dx.doi.org/10.1139/cgj-2015-0135.

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A reactive magnesia (MgO) was used to stabilize a natural soil; the MgO-stabilized soil was subjected to forced carbonation with pressurized gaseous CO2 in a triaxial cell set-up. The change of physical properties, including bulk density, moisture content, dry density, specific gravity, and porosity, of the stabilized soil during carbonation was studied. The mechanical and microstructural properties of the carbonated MgO-stabilized soil were also investigated through unconfined compressive strength (UCS) test, X-ray diffraction analysis (XRD), scanning electron microscopy (SEM), and mercury in

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