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1001
Effects of Using Pozzolan and Portland Cement in the Treatment of Dispersive Clay
Published 2013-01-01“…When used alone, the optimum amount of pozzolan required to treat a fully dispersive clay sample was 5%, but the curing time to reduce dispersion potential, from 100% to 30% or less, was 3 month long. …”
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1002
Impact of Temperature on the Strength Development of the Tailing-Waste Rock Backfill of a Gold Mine
Published 2019-01-01“…This study investigated the influencing rules of curing temperature (5, 10, 16, and 20°C), cement ratio (8%, 10%, 12%, and 14%), and mass concentration (70%, 73%, 74%, and 75%) on the strength of backfill. …”
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1003
The Mechanical Properties of the Concrete Using Metakaolin Additive and Polymer Admixture
Published 2016-01-01“…The effects of water-to-cement ratio and the curing methods have also been compared. At last an optimized mixture and curing method has been suggested.…”
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1004
Response of Differently Structured Dental Polymer-Based Composites to Increasingly Aggressive Aging Conditions
Published 2025-01-01“…Objective: It is hypothesized that the way nano- and micro-hybrid polymer-based composites are structured and cured impacts the way they respond to aging. Material and methods: A polymer–ceramic interpenetrating network composite (Vita Enamic/VE), an industrially polymerized (Brillinat CriosST/BC), and an in situ light-cured composite with discrete inorganic fillers (Admira Fusion5/AF5) were selected. …”
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1005
An epidemiological assessment of health status among a cohort of tuberculosis survivors: prospective research in a western Indian city
Published 2025-01-01“…The status of cured cases was assessed by a pre-validated questionnaire. …”
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1006
Time-course analysis of chemical and physical properties of organic fertilizer from Tithonia diversifolia leaves
Published 2021-09-01“…There is usually time period for curing between preparation and application stage. …”
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1007
Study on Epoxy Resin-Modified Asphalt Binders with Improved Low-Temperature Performance
Published 2021-01-01“…Firstly, three epoxy resins and three amine curing agents were prepared and used for the modification of asphalt binders. …”
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1008
Effect of Different Denture Base Materials and Changed Mouth Temperature on Dimensional Stability of Complete Dentures
Published 2016-01-01“…They were randomly divided into three groups: group 1, patients with cobalt chrome metallic base; group 2, patients with heat curing acrylic resin fabricated by injection moulding technique; and group 3, patients with denture bases fabricated by conventional heat curing acrylic resin. …”
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1009
Influence of Starkeya novella on Mechanical and Microstructural Properties of Cement Mortars
Published 2020-01-01“…Compressive strength was determined after the 7th, 28th, 56th, and 90th day of curing. Scanning electron microscopy (SEM) was tested on both bacterial and control mortar prisms after the 28th day of curing. …”
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1010
Laboratory Investigation into Early-Age Strength Improvement of Cold Recycled Asphalt Mixture Containing Asphalt Emulsion and Cement
Published 2019-01-01“…Also, high cement content was helpful to increase the early-age strength. By changing the curing environment, it was found that raising curing temperature and applying a relatively low humidity contributed to the early-age strength improvement. …”
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1011
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1012
Causes of Early Age Cracking on Concrete Bridge Deck Expansion Joint Repair Sections
Published 2014-01-01“…These results underscore the significance of proper moist curing methods for concrete bridge decks, including repair sections. …”
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1013
A Multicenter Study of Beta-Lactamase Resistant Escherichia coli and Klebsiella pneumoniae Reveals High Level Chromosome Mediated Extended Spectrum β Lactamase Resistance in Ogun S...
Published 2014-01-01“…Plasmid profiles of tested isolates ranged from 9 kbp to 26 kbp with average of 14.99±2.3 kbp for E. coli and 20.98±1.8 kbp K. pneumoniae, 9.6% of ESBL positive E. coli plasmids were cured, while 3.9% of K. pneumoniae plasmids were cured after treatment. …”
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1014
Strength, durability, and economic analysis of GGBS-based geopolymer concrete with silica fume under harsh conditions
Published 2024-12-01“…The maximum rebound number and ultrasonic pulse velocity are achieved after 90 days of curing with a 10% dosage of SF. Moreover, an economic analysis was conducted to confirm the economic viability.…”
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1015
Experimental studies on mix design and properties of ceramic-glass geopolymer mortars using response surface methodology
Published 2025-01-01“…According to response surface methodology results, the maximum compressive strengths of 22.79 MPa at three days and 25 MPa at 28 days were achieved using a mix containing 85.8% CWP, a 1.02 sodium hydroxide (NH): sodium silicate (NS) ratio, a 0.647 S: B ratio, and a 12-h oven curing time. Optimal oven curing conditions resulted in 28-day compressive strength, flexural strength, and UPV values of 25.7 MPa, 5.62 MPa, and 5765 m/s, respectively. .…”
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1016
The Study’s Chemical Interaction of the Sodium Silicate Solution with Extender Pigments to Investigate High Heat Resistance Silicate Coating
Published 2021-01-01“…Moreover, TG results of ZnO-silicate, TiO2-silicate, CaCO3-silicate, Na2SiF6-silicate, and Fe2O3-silicate coating at 1 and 20 days of curing show high residual geopolymer about 69–90% at 800°C. …”
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1017
Micro-CT Characterization of Wellbore Cement Degradation in SO42-–Bearing Brine under Geological CO2 Storage Environment
Published 2019-01-01“…For the carbonation case, precipitations in the borehole occurred in the cement sample cured at ambient pressure, while the cement sample cured at high pressure did not produce any precipitation in the borehole. …”
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1018
Unconfined Compressive Strength of Aqueous Polymer-Modified Saline Soil
Published 2019-01-01“…Based on the increase of the ZM admixture, the UCS increases with the curing time. The main increment of the UCS occurs within the first seven days of curing. …”
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1019
The Evaluation of Various Restoration Techniques on Internal Adaptation of Composites in Class V Cavities
Published 2014-01-01“…The cavities were randomly divided into 5 groups of 10 cavities each and restored according to manufacturer’s instructions: Group 1: preheating (55°C) conventional composite (Filtek Z250), Group 2: flowable composite (Filtek Flow), Group 3: Filtek Flow + Filtek Z250 light-cured separately, Group 4: Filtek Flow + Filtek Z250 light-cured simultaneously, and Group 5 (control): Filtek Z250 at room temperature (23°C). …”
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1020
Coupled Analysis of Thermofluid-Structure Field for Thermal Properties of Early-Age Concrete Influenced by Electric Heating System
Published 2022-01-01“…The key contribution of this research is to provide a coupling model for concrete curing. The findings from the study also provide industry practitioners with a comprehensive guide regarding the specific applications of the electric heating system in early-age concrete curing.…”
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