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10 articles for “Proctor compaction test”
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Portland Cement for A-4 group Soil Stabilization
Abstract: In the geotechnical practice, the stabilization of soil using cement is a necessary procedure when soilsdo not meet the geotechnical requirements i.e. they show low bearing capacity so it’s necessary toimprove their engineering properties generally adding lime or cement, or moisture of lime andcement. The aim of this research focuses on the description of a geotechnical laboratory tests plan forA-4 Group Soils according to AASTHO Soils Classification, generally consisting of …
Published in Journal of Geotechnical Engineering · Vol. 8, Issue 1, 2021 · pp. 41–49 Read article
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A Laboratory Methodological Proposal for “Geotechnical Lime Stabilization of A-4 Soils”
Abstract: This paper establish the beginning of a research process regarding the behavior of soils stabilized with lime. Generally, the geotechnical practice of soils stabilized with lime requires a first step conducted in the laboratory, to attest the features of “natural soils” in order to improve their behavior in term of geotechnical performance and, a second step, carried out onsite with experimental test fields, in order to verify the benefit obtained …
Published in Journal of Geotechnical Engineering · Vol. 8, Issue 1, 2021 · pp. 1–11 Read article
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Effect of lime content of lime-stabilized A-4 Soils in the Unconfined Compressive Resistance
Abstract: This paper is part of a research project carried out between Geotechnical Office of Dr. Barbero & collaborators and Weg Ingeniería, from Italy and Argentina, respectively. Given the multiple applications of soils improvement with lime, in this research we proceed to develop correlations on the bases of results obtained by geotechnical tests, according to international standards, realized in A-4 soils at different contents of lime. The goal is to have …
Published in Journal of Geotechnical Engineering · Vol. 8, Issue 1, 2021 · pp. 20–32 Read article
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Comparison of Index and Engineering properties of weak soils stabilized by Rubber Tyre Chips and Powder
Abstract: Engineered constructions on weak or soft ground soil carry inherent risks due to the instability of the foundation. Soft ground lacks the necessary strength to support structures adequately, making it prone to settlement, subsidence, or even collapse under the weight of buildings or infrastructure. Various methods of improvements are used to improve the soil's stability to support various loads.one of the solution is can use the waste products incorporated into …
Published in Journal of Polymer & Composites · Vol. 12, Issue 2, 2024 · pp. 24–33 Read article
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California Bearing Ratio and Young’s Modulus Behavior of Clinker Stabilized Fly Ash-Mine Overburden Mixes
Abstract: Fly ash is a major byproduct of coal combustion. Fly ash often causes disposal problems and environmental pollution. This paper presents detailed laboratory investigation carried out on clinker stabilized fly ash-mine overburden mixes to find out its suitability for sub-base of mine haul road pavements. Proctor compaction test, Unconfined Compressive Strength (UCS) test, California Bearing Ratio (CBR) Test, Scanning Electron Microscopy (SEM) and Energy Dispersive X-ray Spectroscopy (EDX) were conducted …
Published in Recent Trends in Civil Engineering & Technology · Vol. 3, Issue 3, 2013 · pp. 1–10 Read article
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Economic Importance of Laterite Deposit in Oke-Oyi Area, Ilorin, Nigeria
Abstract: Two soil samples A and B were taken from Oke-Oyi, Kwara state, North Central, Nigeria. The water content of the samples are 5.8% and 6.5 for sample A and B respectively. This shows the variability in water table in the area. The specific gravities values are 2.7 and 2.78 for samples A and B, this is an indicator of inorganic soil. Grain size analysis show the laterite to be sandy …
Published in Journal of Geotechnical Engineering · Vol. 10, Issue 1, 2023 · pp. 33–37 Read article
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Composite Behavior of Bagasse Ash Stabilized Expansive Soil with Sodium Benzophenone Under Curing Conditions
Abstract: The present investigation examines the development of a hybrid composite using Black Cotton (BC) soil, Bagasse Ash (BA), and Sodium Benzophenone (SBP) as performance-enhancing elements. Different ratios of BA, a silica-rich agro-industrial by-product, were added to improve pozzolanic reactivity and particle size distribution (0%, 6%, and 12%). SBP was added in the range of 0–0.6% as a compatibilizer in order to enhance interfacial adhesion, particle cohesivity and moisture-assisted deterioration resistance. …
Published in Journal of Polymer & Composites · Vol. 13, Issue 6, 2025 · pp. 1134–1146 Read article
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Utilization of Recron Fibers for Improving Subgrade Stability of Expansive Soils
Abstract: The major interest in the utilization of synthetic fibers is used as reinforcing material for developing reinforcing effect into the entire soil composition laid bellow the structures whare as construction works are going on. Various articles are published on soil reinforcement, yet some of them fibers used are prepared by using with synthetic materials, one type of synthetic fibers were Recron fiber it is used as a reinforcing element to …
Published in Journal of Polymer & Composites · Vol. 12, Issue 5, 2024 · pp. 170–178 Read article
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Optimization of Fly Ash and Granulated Blast Furnace Slag (FA-GBFS) Mixes for Flexible Pavements
Abstract: This study investigates the compaction, strength, and permeability characteristics of fly ash (FA) stabilized with granulated blast furnace slag (GBFS) to determine the optimal mix proportions for geotechnical applications. Standard Proctor compaction, unconfined compressive strength (UCS), California Bearing Ratio (CBR), and permeability tests were conducted on FA-GBFS mixtures, with GBFS content varying from 10 to 50% by dry weight. The results indicate that increasing GBFS content enhances the maximum dry …
Published in Journal of Geotechnical Engineering · Vol. 12, Issue 2, 2025 · pp. 14–19 Read article
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Effect of Relative Compaction and Percent Fines on the Permeability of Soil
Abstract: Permeability is the major property of soil affecting various engineering aspects. It is one of the indispensable soil properties which are to be taken utmost care of in soil problems like settlement of foundations, seepage through and below the earth structures like dams, yields of wells, constructions of highway roads, etc. The aim of this research is to reduce the permeability of soil sample by varying the percentage of percent …
Published in Recent Trends in Civil Engineering & Technology · Vol. 3, Issue 2, 2013 · pp. 40–48 Read article