Journal ArticleDOI
Use of Taguchi method to evaluate the unconfined compressive strength of quicklime stabilized silty clayey subgrade
TLDR
In this paper , the average unconfined compressive strength (UCS) was estimated by multivariate regression analysis using the stepwise approach, and the results indicated that the lime content significantly influenced the average UCS, followed by the water content and dry density.About:
This article is published in Case Studies in Construction Materials.The article was published on 2022-08-01. It has received 3 citations till now. The article focuses on the topics: Subgrade & Lime.read more
Citations
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Performance Evaluation of Full-scale Accelerated Pavement using NDT and Laboratory Tests: A case study in Jiangsu, China
TL;DR: In this paper , a method combining accelerated testing, non-destructive testing, and laboratory tests was proposed to achieve the performance evaluation and conservation measures analysis of typical pavement structures in Jiangsu, China.
Journal ArticleDOI
Experimental Evaluation of Stiffness Properties of a Quicklime-Stabilized Clay Subgrade Using a Resistivity Plate Loading Testing Device
TL;DR: In this article , the authors used the resistivity plate loading device to assess the physical and stiffness properties of compacted quicklime-stabilized subgrade instantaneously and simultaneously for compaction quality control.
Journal ArticleDOI
Effects of moisture content on strength and compression properties of foundation soils of cultural relics in areas flooded by the Yellow River
TL;DR: In this paper , the effects of soil moisture content on the strength and deformation properties of the foundation soils of cultural relics were investigated, and it was found that when the moisture content exceeded the optimal level, the foundation soil were very likely to pose a risk to the safety of the overlying cultural relics.
References
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Journal ArticleDOI
A profile refinement method for nuclear and magnetic structures
TL;DR: In this paper, a structure refinement method was described which does not use integrated neutron powder intensities, single or overlapping, but employs directly the profile intensities obtained from step-scanning measurements of the powder diagram.
Journal Article
A quick test to determine lime requirements for lime stabilization
James L Eades,Ralph E Grim +1 more
TL;DR: In this paper, the authors describe the reaction of LIME and soil to changes in the PLASTICITY, SWELL, SHRINKAGE or COMPRESSIVE STRENGTH of the soil.
Journal ArticleDOI
Behavior of compacted soil-fly ash-carbide lime mixtures
Nilo Cesar Consoli,Nilo Cesar Consoli,Pedro Domingos Marques Prietto,Pedro Domingos Marques Prietto,Joao Antonio Harb Carraro,Joao Antonio Harb Carraro,Karla Salvagni Heineck,Karla Salvagni Heineck +7 more
TL;DR: In this paper, the effects of initial and pozzolanic reactions were investigated to evaluate the stress-strain behavior of a sandy soil improved through the addition of carbide lime and fly ash.
Journal ArticleDOI
Effects of lime and cement treatment on the physicochemical, microstructural and mechanical characteristics of a plastic silt
TL;DR: In this paper, the effects of a combined lime+cement treatment on both the characteristics and properties of a plastic silt were investigated and a multi-scale approach was implemented and themechanical, microstructural and physicochemical changes were investigated.
Journal ArticleDOI
Impact of wetting–drying cycles on the microstructure and mechanical properties of lime-stabilized gypseous soils
TL;DR: In this paper, the effect of wetting-drying cycles on the mechanical behavior of fine-grained soil with different gypsum contents (0, 5, 15 and 25%) was investigated.