Evaluation of Marble Dust for Soil Stabilization
Fatih Yilmaz,Muhammet Yurdakul +1 more
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This article is published in Acta Physica Polonica A.The article was published on 2017-09-01 and is currently open access. It has received 13 citations till now. The article focuses on the topics: Soil stabilization.read more
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Mechanical properties of lime-treated clay reinforced with different types of randomly distributed fibers
TL;DR: In this paper, a comparative experimental study was carried out to evaluate the effect of inclusion of different fiber types on strength of lime-stabilized clay, and the results revealed that both basalt and polypropylene fibers increased the strength without inclusion of lime.
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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
TL;DR: In this article, pavement subgrade soils were stabilized with two difference types of waste marble powder, and California bearing ratio (CBR) tests were conducted to evaluate the improvement in their bearing capacity.
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Effect of wetting-drying cycles on volumetric stability of clayey soil stabilized with lime and perlite
Fatih Yilmaz,Duygu Fidan +1 more
TL;DR: In this paper, a study about the stabilization of the clayey soils, natural soil is mixed with 6% lime (optimum lime ratio) and 0, 5, 10, 15, 20, 25, 30% perlite.
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Evaluation of Conventional and Sustainable Modifiers to Improve the Stiffness Behavior of Weak Sub-Grade Soil
Syed Taseer Abbas Jaffar,Malik Muneeb Abid,Sikander Khan,Turab Jafri,Zia-ur Rahman,Muhammad Tariq,A. W. M Ng +6 more
TL;DR: In this article , the authors focused on the improvement of the clayey soil (A-6) with locally available and cheap modifiers, in terms of stiffness behavior of the weak subgrade soil for flexible pavement.
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The Efficiency of Waste Marble Powder in the Stabilization of Fine-Grained Soils in Terms of Volume Changes
TL;DR: In this paper, the effect of calcitic marble powder (CMP) and dolomitic marble powders (DMP) on the geotechnical properties of fine-grained soils was investigated.
References
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Modification of the geotechnical properties, as influenced by freeze–thaw, of granular soils with waste additives
TL;DR: In this article, the authors evaluated the use of waste materials such as silica fume, fly ash, and red mud in the modification of granular soils in order to remove the effects of freezing-thawing cycles.
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Optimum lime content identification for lime-stabilised rammed earth
TL;DR: In this paper, the authors present experimental results illustrating the existence of an optimum lime content that maximises the unconfined compressive strength and stiffness of an engineered lime-stabilised rammed earth and the experimental procedures employed to determine it.
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The use of ladle furnace slag in soil stabilization
TL;DR: In this article, the properties of Ladle Furnace Slag (LFS) and the characteristics of several clayey soils susceptible to improvement with additions of this by-product were investigated.
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Enhanced stabilization of highly expansive clays by mixing cement and silica fume
TL;DR: In this paper, the authors investigated the potential use and effectiveness of expansive clay stabilization using a mixture of cement and silica fume (CSF) as a possibly useful option from environmental, economic, and (or) technical perspectives.
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Experimental study of the dynamic properties of cement- and lime-modified clay soils subjected to freeze–thaw cycles
TL;DR: In this paper, a dynamic triaxial test was conducted on cement- and lime-modified soils with different blend ratios, and the results showed that after repeated freeze-thaw cycles, the modified soils exhibit better performance than before modification, and all of the soils' mechanical properties are visibly improved.