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Effects of Sporosarcina Pasteurii’s on Curing Time and Strength of Silty Sand Soil
Most of the existing studies in microbial geo-technology field are on sandy soils, but most soils in nature are not pure and are usually a mixture of...
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Investigating the curing time effect on water retention property and microstructure of lime-treated Ili loess
Water retention is an important soil property affecting the hydro-mechanical behavior of unsaturated soils. This study investigated the water...
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The effect of polypropylene fiber on the curing time of class G oil well cement and its mechanical, petrophysical, and elastic properties
The cement paste is subjected to various loads throughout a well’s life, which may compromise some of its essential characteristics and impair its...
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Self-curing concrete: a state-of-the-art review
The population growth resulted in a sharp surge in construction work. Water is required for the mixing, curing and monitoring of cement hydration...
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A review on self-curing agents
The concept of self-curing for improving the resistance of concrete to shrinkage cracks and strength in concrete is used from last many years. But a...
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Prediction of compressive strength of concrete under various curing conditions: a comparison of machine learning models and empirical mathematical models
Considering the pivotal role of compressive strength in assessing concrete quality, accurately predicting it is essential for guiding construction...
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The Effect of Curing Time and Temperature Change on Strength in High Plasticity Clay Soils Reinforced with Waste Egg Shell Powder
High plasticity clayey soils are seen as problematic soils due to their low bearing capacity, high plasticity, high swelling and shrinkage...
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Influence of different curing conditions on the transport, durability and microstructural properties of concrete paver block mixes containing RAP aggregates
Recycling of extracted asphalt pavement materials, also known as reclaimed asphalt pavement (RAP), is gaining tremendous interest among researchers...
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Effect of surface curing timing on plastic shrinkage cracking of concrete
Surface curing of concrete is known to mitigate potential plastic shrinkage cracking. In this research, water and three curing compounds were used to...
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Cement-SG curing agent for solidification of mucky soils
The SG compound admixture comprising sodium silicate and gypsum was introduced into cement-solidified mucky soil and investigated using orthogonal...
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Road performance and microscopic action mechanism of low liquid limit silt solidified by AT curing agent
This study investigated the road performance and microscopic action mechanism of low liquid limit silt solidified by AT curing agent: firstly,...
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Preparation and Corrosive Anion-curing Capability of Layered Double Hydroxide (LDH)/Montmorillonite Composites
The passive film of reinforcing steel in marine concrete is damaged by the infiltration of chloride and sulfate ions. Layered double hydroxide (LDH)...
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Novel Estimation of Time-Dependent Unconfined Compressive Strength of Sand Treated with Cement and Zeolite
In this paper, a time-dependent key parameter is proposed to estimate the unconfined compressive strength ( UCS ) of a typical sand treated with cement...
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Evaluation of the bearing capacity of poor subgrade soils stabilized with waste marble powder according to curing time and freeze-thaw cycles
In this study, pavement subgrade soils were stabilized with two difference types of waste marble powder, and California bearing ratio (CBR) tests...
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Effect of curing regimes on microstructural and strength characteristics of UHPC with ultra-fine fly ash and ultra-fine slag as a replacement for silica fume
This paper discusses the feasibility of using ultra-fine slag (US) and ultra-fine fly ash (UF) as a silica fume substitute in ultra-high-performance...
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Effect of lime-rice husk ash on geotechnical properties of loess soil in Golestan province, Iran
Loess soils have always been among the most problematic soils, according to engineers. Due to the sensitivity and vulnerability of this soil type,...
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Experimental study on improvement design of loess curing in engineering environment
This paper investigated the characteristics of improved loess curing in engineering environment. Loess was divided into silt and silty clay, and lime...
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Morphology validation on strength properties of black cotton soil stabilized with rice husk ash and carbide lime in the presence of sulphate
The key factor associated with the black cotton soil is its swelling and shrinkage behaviour when it is in contact with water. Index properties and...
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Effects of Lime Stabilization on Engineering Properties of Expansive Ankara Clay
With the existing expansive clay in Ankara (Turkey) metropolitan area, some light buildings, road pavements and buried lifelines have suffered some...
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Improving Soft Subgrade Stability Using a Novel Sustainable Activated Binder Derived from By-Products
Soft soil concerns, due to high compressibility and low bearing capacity, prompted an investigation into stabilizing clay soil. Traditionally, binder...
