ArticleMaterials (Basel, Switzerland)2024
Marble Powder as a Soil Stabilizer: An Experimental Investigation of the Geotechnical Properties and Unconfined Compressive Strength Analysis.
Article in Materials (Basel, Switzerland), 2024. The graph could read no effect estimate from its abstract, so it casts no vote on the map. Cited by 5 papers.
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Who cites it
5 citing papers in PubMed, 21 citations in OpenAlex.
- Strength and Durability of Natural Fine-Grained Soil Stabilized with Fly Ash-Based Geopolymer: Effects of Sulfate Attack and Freeze-Thaw Cycles.Materials (Basel, Switzerland) · 2026Article
- Stabilization of Expansive Soils Using Cement-Zeolite Mixtures: Experimental Study and Lasso Modeling.Materials (Basel, Switzerland) · 2025Article
- Seasonal Dynamics in Soil Properties Along a Roadway Corridor: A Network Analysis Approach.Materials (Basel, Switzerland) · 2025Article
- Experiment and Analysis of Variance for Stabilizing Fine-Grained Soils with Cement and Sawdust Ash as Liner Materials.Materials (Basel, Switzerland) · 2024Article
- Recycling of Industrial Waste as Soil Binding Additives-Effects on Soil Mechanical and Hydraulic Properties during Its Stabilisation before Road Construction.Materials (Basel, Switzerland) · 2024Article
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Authors and funding
2 authors at 1 institution in 1 country.
Funding
Abstract
Fine-grained soils present engineering challenges. Stabilization with marble powder has shown promise for improving engineering properties. Understanding the temporal evolution of Unconfined Compressive Strength (UCS) and geotechnical properties in stabilized soils could aid strength assessment. This study investigates the stabilization of fine-grained clayey soils using waste marble powder as an alternative binder. Laboratory experiments were conducted to evaluate the geotechnical properties of soil-marble powder mixtures, including Atterberg's limits, compaction characteristics, California Bearing Ratio (CBR), Indirect Tensile Strength (ITS), and Unconfined Compressive Strength (UCS). The effects of various factors, such as curing time, molding water content, and composition ratios, on UCS, were analyzed using Exploratory Data Analysis (EDA) techniques, including histograms, box plots, and statistical modeling. The results show that the CBR increased from 10.43 to 22.94% for unsoaked and 4.68 to 12.46% for soaked conditions with 60% marble powder, ITS rose from 100 to 208 kN/m
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