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Journal articles on the topic 'Soil stabilization'

Author: Grafiati

Published: 4 June 2021

Last updated: 25 July 2025

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1

Ayesha, Binta Ali, Rashid Maliha, Rahman Zahin, Talukder Tamjid, and Ahmed Joy Imran. "A Comparative Study on Soil Stabilization Techniques." Journal of Advances in Geotechnical Engineering 6, no. 2 (2023): 19–25. https://doi.org/10.5281/zenodo.8088722.

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<em>The purpose of this study was to discuss about different types of current soil stabilization strategies and to compare different types of modern stabilization techniques and ground improvements. The modification of soils in order to improve their physical characteristics is known as soil stabilization. A stable soil is one that exhibits a marked and sustained resistance to deformation under repeated or continuous load application, whether dry or wet. It is said to be stabilized when a less resilient soil is treated to increase its strength and resistance to changes in volume and moisture c

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2

Onyeka, F. C. "Structural Analysis of Stabilization and Consolidation Settlement of Selected Laterite Soil using Cement Lime and Butimen." International Journal of Trend in Scientific Research and Development 4, no. 1 (2019): 13–20. https://doi.org/10.5281/zenodo.3604647.

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The problem confronting roads in Nigeria is increasing immensely. It is ranging from folding or deflection of road surface and cracking due to improper investigation, soil stabilization and consolidation. Soil stabilization is of great importance because it is used to improve on site materials to create a solid and strong sub base and base coarses. Unsatisfactory soil and solids structures which do not have the desired quality as an engineering material need stabilization so as to improve its engineering material for better construction. This work is aimed at determining structural analysis of

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Onyelowe, Kennedy C., Michael E. Onyia, Duc Bui Van, Haci Baykara, and Hyginus U. Ugwu. "Pozzolanic Reaction in Clayey Soils for Stabilization Purposes: A Classical Overview of Sustainable Transport Geotechnics." Advances in Materials Science and Engineering 2021 (March 25, 2021): 1–7. http://dx.doi.org/10.1155/2021/6632171.

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Problematic soil stabilization processes involve the application of binders to improve the engineering properties of the soil. This is done to change the undesirable properties of these soils to meet basic design standards. However, very little attention has been given to the reactive phase of soil stabilization. This phase is the most important in every stabilization protocol because it embodies the reactions that lead to the bonding of the dispersed particles of clayey soil. Hence, this reactive phase is reviewed. When clayey soils which make up the greatest fraction of expansive soil come i

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Purnama Putra, Paksitya, Diah Ayu Paramiswari, Abdullah Ilham, and M. Farid Ma’ruf. "Expansive soil improvement of Glagahagung village, Purwoharjo sub-district, Banyuwangi district, which is chemically stabilized." MATEC Web of Conferences 195 (2018): 03009. http://dx.doi.org/10.1051/matecconf/201819503009.

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Expansive soil can be easily found at Purwoharjo, a sub-district of Banyuwangi. Swelling and shrinkage behavior of the soil is usually referred to by the local community as a “moving soil” phenomenon. It causes cracks on a number of buildings which is a major issue in that area. Various methods of expansive soil stabilization are available. This work intends to lay comparisons on stabilizations using wood charcoal powder and salt. The stabilizing materials are mixed with the soils under different proportion. Volume weight, index properties, and dry density are parameters to be investigated dur

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Chougale, Prof V. C. "Utilization of Waste Material in Road Sub Grade for Stabilization of Soil." International Journal for Research in Applied Science and Engineering Technology 11, no. 6 (2023): 782–84. http://dx.doi.org/10.22214/ijraset.2023.53573.

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Abstract: Soil stabilization is a quite common process for nearly all the building projects. Broadly, all kinds of soil stabilization may be classified into two groups, i.e. mechanical stabilization and chemical stabilization. In mechanical stabilization, the grading of a soil is modified by mixing it with other sorts of soils of various grades. By doing so, a compacted soil mass may be achieved. On the opposite hand, chemical stabilization is related to the modification of soil properties by the addition of chemically active materials. In soil stabilization, it's important to grasp the materi

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Babatunde, Quadri Olakunle, and Yong-Hoon Byun. "Soil Stabilization Using Zein Biopolymer." Sustainability 15, no. 3 (2023): 2075. http://dx.doi.org/10.3390/su15032075.

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The characterization and analysis of the cementation properties of novel biopolymer binders in soils are essential for their potential application in geotechnical engineering. This study investigates the cementation effect of a novel zein biopolymer binder on sandy soils. Soil specimens are mixed with various contents of zein biopolymer ranging from 0 to 5%. The mechanical and microscopic characteristics of the treated specimens are evaluated using unconfined compression tests and scanning electron microscopy, respectively, after curing for 3, 7, and 28 days. The results show a consistent incr

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7

Meghana, V., and Y. Raja Veerendra. "Performance evaluation of expansive clay subgrade stabilized with synthetic rubber." IOP Conference Series: Earth and Environmental Science 982, no. 1 (2022): 012053. http://dx.doi.org/10.1088/1755-1315/982/1/012053.

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Abstract In our everyday lives, transport plays an important part. An important necessity for the building of pavements is the existence of a decent subgrade. Soil stabilization is the process of improving the physical qualities of the soil in order to enhance its strength, durability etc. Soil stabilization gives an option to enhancing its strength and capacity to carry load. The many ways utilized to stabilize the soil Subgrade. However, the carbon footprint for most of the chemical stabilizations is enormous, which made researchers to find some sustainable alternatives. Present study focuse

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Mekonnen, Eshetu, Ameha Kebede, Tekle Tafesse, and Mesfin Tafesse. "Application of Microbial Bioenzymes in Soil Stabilization." International Journal of Microbiology 2020 (July 30, 2020): 1–8. http://dx.doi.org/10.1155/2020/1725482.

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Soil stabilization is a mechanical or chemical alteration of one or more soil properties to create an improved soil material possessing the desired engineering properties. The aim of this article was to review bioenzyme-based soil stabilization techniques with an emphasis on bioenzymes production, mechanism of soil stabilization and future challenges, and opportunities of the sector. Soils are stabilized to increase strength and durability or to prevent erosion and dust generation. Cost-effective soil stabilization technology has been a fundamental part of any construction and is very importan

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9

Farkhanda, Fayaz, and Shoeb Alam Mohd. "An Experimental Study on Shear Strength of Soil Sub Grade using Cement as Stabilizing Agent." International Journal of Trend in Scientific Research and Development 2, no. 3 (2018): 1719–24. https://doi.org/10.31142/ijtsrd11513.

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Soil stabilization is the process of altering some soil properties by different methods, mechanical or chemical in order to produce an improved soil material which has all the desired engineering properties. Soils are generally stabilized to increase their strength and durability or to prevent erosion and dust formation in soils. The main aim is the creation of a soil material or system that will hold under the design use conditions and for the designed life of the engineering project. The properties of soil vary a great deal at different places or in certain cases even at one place the succes

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10

Rakh, Avinash. "A Brief Review on Soil Stabilization Techniques." INTERANTIONAL JOURNAL OF SCIENTIFIC RESEARCH IN ENGINEERING AND MANAGEMENT 08, no. 05 (2024): 1–5. http://dx.doi.org/10.55041/ijsrem34435.

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Soil stabilization techniques play a crucial role in enhancing the engineering properties of soils, ensuring their suitability for various construction applications. This review paper synthesizes the findings from multiple studies on soil stabilization methods and their effectiveness in improving soil characteristics. A comprehensive comparison of different stabilization techniques, including traditional methods like cement and lime stabilization, as well as modern approaches utilizing materials such as fly ash, coal bottom ash, and ground granulated blast-furnace slag (GGBS), is presented. Th

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Kotwal, Sheetal, and Anoop Sharma. "IMPROVING THE ENGINEERING PROPERTIES OF SOIL USING NYLON FIBRE WITH GROUND GRANULATED BLAST FURNACE SLAG." INTERANTIONAL JOURNAL OF SCIENTIFIC RESEARCH IN ENGINEERING AND MANAGEMENT 07, no. 12 (2023): 1–10. http://dx.doi.org/10.55041/ijsrem27493.

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Among the major issues facing the engineering community are the development of economically viable ground improvement techniques and the safe and efficient disposal of industrial pollutants. In this work, an effort has been made to look at the viability of using GGBS with fibers. These hazardous industrial waste materials are used to stabilize soil because they can be used in large quantities for geotechnical projects including building embankments, earth dams, and paving for roads and airports. The process of increasing the soil's engineering qualities and making it more stable is known as so

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12

Yi, Yaolin, Martin Liska, Cise Unluer, and Abir Al-Tabbaa. "Carbonating magnesia for soil stabilization." Canadian Geotechnical Journal 50, no. 8 (2013): 899–905. http://dx.doi.org/10.1139/cgj-2012-0364.

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This paper investigates the potential for carbonating reactive magnesia (MgO) to serve as a more sustainable soil stabilization method by providing rapid and significant strength development of the stabilized soil through absorbing substantial quantities of CO2. Gaseous CO2 was forced through laboratory-prepared reactive MgO-treated soil samples in a triaxial cell set-up, and their resulting mechanical and microstructural properties were investigated using unconfined compressive strength, X-ray diffraction, and scanning electron microscopy. The results showed that adequately carbonated MgO-tre

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Imafidon, D., O. R. Ogirigbo, and J. O. Ehiorobo. "Improvement of deltaic lateritic soil using river sand and cement for use as pavement construction material." Nigerian Journal of Technology 40, no. 2 (2021): 168–76. http://dx.doi.org/10.4314/njt.v40i2.1.

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   This study examined the effect of mechanical and chemical improvement on deltaic lateritic soils in Warri East in Delta State, Nigeria. Mechanical stabilization was carried out by adding river sand to the natural soil in various proportions, while chemical stabilization was carried out using cement and a mixture of cement and sand. Compaction and CBR tests were conducted on the natural soil before and after stabilization. From the results obtained, it was seen that the mechanical stabilization method improved the strength properties of the soil making it suitable for use a

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14

Leong, E. C. "Soil stabilization or soil alchemy?" International Journal of Geotechnical Engineering 19, no. 1-3 (2025): 1. https://doi.org/10.1080/19386362.2025.2463181.

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15

S, . Ghoshal, S. Dedalal S., and . C. . Lahiri S. "Soil engineering properties and stabilization of Purulia soil by chemical treatment (with calcium salts)." Journal of Indian Chemical Society Vol. 82, Aug 2005 (2005): 701–9. https://doi.org/10.5281/zenodo.5829947.

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Department of Chemistry, Kalyani University, Kalyani-741 235, India <em>E-mail</em> : sujitclahiri@ yahoo.com Soil Mechanics Section, River Research Institute, W.B., P.O. HRRI, Nadia, India <em>Manuscript received 13 September 2004, revised 5 April 2005, accepted 25 April 2005</em> The soil index and engineering properties like the specific gravity, grain-size, liquid limit (LL), plastic limit (PL), compaction characteristics, compression index (Cd, etc. of Purulia soils were studied. The soil characteristics and their engineering properties (stabilization) can he considerably improved and str

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16

Levenko, G. M. "DETERMINATION OF THE MAIN DESIGN PARAMETERS FOR SOIL CHEMICAL STABILIZATION." ACADEMIC JOURNAL Series: Industrial Machine Building, Civil Engineering 2, no. 49 (2017): 82–87. http://dx.doi.org/10.26906/znp.2017.49.828.

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When designing or reconstructing buildings and structures on the swelling soils, it is necessary to be particularly concerned about the pattern of these soils behavior in order to subsequently be able to predict the behavior of the ‘basement – foundation – building’ system. The most effective way to stabilize soil behavior of the basement contaminated with industrial effluents is injection methods used for stabilization. The main task of soil chemical stabilization is to strengthen the bonds between soil particles with the help of chemical reagents. As a result of the research, the design para

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17

Sahoo, Swarnaprava, SK Jaish Quadri, Bishwajit Kar, Chandan Mallik, and Surajit Pattnaik. "Application of Terrazyme (Bio-Enzyme) as a Soil Stabilizer." International Journal for Research in Applied Science and Engineering Technology 11, no. 6 (2023): 4177–83. http://dx.doi.org/10.22214/ijraset.2023.54410.

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Abstract: Soil stabilization is a mechanical or chemical alteration of one or more soil properties to create an improved soil material possessing the desired engineering properties. 'e aim of this article was to review bio enzyme-based soil stabilization techniques with an emphasis onBio-enzymes production, mechanism of soil stabilization and future challenges, and opportunities of the sector. Soils are stabilized to increase strength and durability or to prevent erosion and dust generation. Cost-effective soil stabilization technology has been a fundamental part of any construction and is ver

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18

Ignjatović, Dragan, Snežana Ignjatović, Vanja Đurđevac, Lidija Đurđevac-Ignjatović, and Dušan Tašić. "Lime soil stabilization." Mining and Metallurgy Engineering Bor, no. 2 (2024): 43–46. https://doi.org/10.5937/mmeb2402043i.

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Soil stabilization represents process for improvements physical-mechanical and deformation feature of soil, adding binders. There are two basic kinds of stabilization: mechanical and chemical. Chemical stabilization of soil refers on addition binders to basic material of soil. The most common materials in chemical stabilization soil are lime and cement. In this work will to be shown the results stabilization soil with lime, for access roads on territory of the city of Bor.

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19

Sas, Wojciech, Andrzej Głuchowski, and Alojzy Szymański. "Impact of the stabilization of compacted cohesive soil – sandy clay on yield criterion improvement." Annals of Warsaw University of Life Sciences, Land Reclamation 46, no. 2 (2014): 139–51. http://dx.doi.org/10.2478/sggw-2014-0012.

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Abstract Impact of the stabilization of compacted cohesive soil - sandy clay on yield criterion improvement. Soft soils, exhibiting low strength properties in the case of external load, require improvement. Chemical stabilization is easy in preparing and presents very good results in improving mechanical properties. In this paper, results of CBR and unconfined compressive strength test are presented for cohesive soil - sandy clay. Stabilization medium was Reymix, which is a cement derivative. Conducted tests define the characteristics of mechanical properties improvement and estimate yield cri

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20

Sheetal, Nalbilwar. "Soil Stabilization by use of Chemical." International Journal of Trend in Scientific Research and Development 3, no. 6 (2019): 411–13. https://doi.org/10.5281/zenodo.3587931.

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This work presented to see the efficiency of nano technology used in terms of chemical named as Terrasil which acts as a modifier and improves the engineering properties of black cotton soil. In India, we see about 51.8 million hectors of land area is covered with black cotton soil which is an expansive soil. It is seen that black cotton soil is very hard when it is dry, and it loses its strength completely when it is wet. Expansive soils are problematic soils worldwide and create problems while constructing structures on it. To improve their properties various methods are adopted. These soils

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21

Dwi Atmanto, Indrastono. "PENGENALAN STABILISASI TANAH DENGAN JET GROUTING." Teknik 34, no. 2 (2013): 75. http://dx.doi.org/10.14710/teknik.v34i2.5628.

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Due to restriction of land availability it is frequently we have to build constructions on soft or low bearingcapacity soils, so that soil stabilization must be applied in order to increase its properties. There are manytechniques of soil stabilization, where its applicability depends on many factors regarding appropriateengineering judgement. This paper presents the soil stabilization method by jet grouting, including its theory andpractice.

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22

Dauda, Deborah, and Manju Dominic. "Effectiveness of agricultural wastes in soil stabilization." Sustainability, Agri, Food and Environmental Research 10, no. 1 (2021): 14. http://dx.doi.org/10.7770/safer-v10n1-art2452.

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Many ways have been sought to improve soils, especially expansive soils which have been problematic to structures and pavements built over them and soil stabilization seems to be one of the effective ways. But soil stabilization in itself is not cost-effective hence the introduction of agricultural wastes being researched on and seen as a cheaper means to be used as stabilizing agents which helps in minimizing the cost of soil stabilization, thereby reducing the problem of waste disposal. Agricultural wastes like Rice Husk Ash, Bagasse Ash, Sugarcane Straw Ash, Saw Dust Ash, Coconut Husk Ash,

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Yarba, Necmi, and Ekrem Kalkan. "Stabilization of Clayey Soils by Using the Organic Waste-Material." International journal of Science and Engineering Applications 9, no. 11 (2020): 129–32. http://dx.doi.org/10.7753/ijsea0911.1002.

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Soil stabilization known as the process of improving the engineering properties of soils is a method applied when the engineering properties of soil are not suitable for purpose. There are several methods of soil stabilization that could be implemented to improve the physical characteristics of the soil. In this study, the pine tree sawdust as an organic material wase used as additive material for stabilization of clayey soils and the influence of pine tree sawdust on the geotechnical properties of clayey soil was investigated in terms of strength behaviors. The pine tree sawdust is an organic

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Kollaros, G., and A. Athanasopoulou. "SAND AS A SOIL STABILIZER." Bulletin of the Geological Society of Greece 50, no. 2 (2017): 770. http://dx.doi.org/10.12681/bgsg.11783.

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Clayey soils often exhibit undesirable engineering behaviour such as low strength, swelling and shrinkage characteristics etc. To improve these properties, the common method followed is stabilization. An experimental program carried out in this study aims to highlight the physical mechanisms of stabilization of an expansive soil by adding an inert material (sand). The study aimed to analyze the effect of stabilization on the variation of soil consistency and the results have shown that soil consistency improved appreciably. The findings of the laboratory testing procedures also presented subst

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Danu, Ritiksha. "Innovative Techniques for Soil Stabilization in Civil Engineering." Mathematical Statistician and Engineering Applications 70, no. 1 (2021): 646–52. http://dx.doi.org/10.17762/msea.v70i1.2519.

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Soil stabilization is a critical aspect of civil engineering that aims to enhance the mechanical properties and stability of soil, thus enabling it to support the construction of various infrastructure projects. Over the years, researchers and engineers have continually sought innovative techniques to improve soil stabilization methods, leading to the development of several effective and sustainable solutions. This abstract provides an overview of some of the innovative techniques for soil stabilization in civil engineering, highlighting their principles, advantages, and potential applications

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Churilin, V. S., and G. V. Pushkareva. "Soil genetics in its complex stabilization." Vestnik Tomskogo gosudarstvennogo arkhitekturno-stroitel'nogo universiteta. JOURNAL of Construction and Architecture 23, no. 6 (2021): 190–200. http://dx.doi.org/10.31675/1607-1859-2021-23-6-190-200.

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The problem of the inter-repair time of automobile roads in Russia can be solved by the reinforcing the subgrade soils with cement. Soil is a multicomponent system affecting the deformation and strength properties of the composition (cement and soil). The cement-soil composition has drawbacks, especially in seasonal freezing regions, which affects its durability.In order to increase the composition efficiency, the Nicoflok polymer-mineral additive is used to strengthen subgrade with cement. However, the influence of the type regional and genetic soil on strength properties of the cement-soil +

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S. G, Jadhav. "Soil Stabilization using Agricultural Waste." International Journal for Research in Applied Science and Engineering Technology 9, no. VII (2021): 2647–51. http://dx.doi.org/10.22214/ijraset.2021.36491.

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The stability and strength of structure depends on Construction design and also on the strength of subgrade soil on which the structure is being erected. Soil should poses adequate strength and stability for a safe and economic Construction work. Construction work on Expansive soils poses a problem for Civil Engineers as such soil shows swelling and shrinking when exposed to changes in the moisture content, thus methods of Soil Stabilization can be adopted. This paper examined the Effects of Agricultural Waste such as Sugarcane Straw Ash (SCSA) and Coconut Husk Ash (CHA) as Stabilizer Material

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Jadhav, Shubham G. "Soil Stabilization using Agricultural Waste." International Journal for Research in Applied Science and Engineering Technology 9, no. VI (2021): 3232–37. http://dx.doi.org/10.22214/ijraset.2021.35695.

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The stability and strength of structure depends on Construction design and also on the strength of subgrade soil on which the structure is being erected. Soil should poses adequate strength and stability for a safe and economic Construction work. Construction work on Expansive soils poses a problem for Civil Engineers as such soil shows swelling and shrinking when exposed to changes in the moisture content, thus methods of Soil Stabilization can be adopted. This paper examined the Effects of Agricultural Waste such as Sugarcane Straw Ash (SCSA) and Coconut Husk Ash (CHA) as Stabilizer Material

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29

Soe, Soe War, and Nyein Thant Nyein. "Experiential Investigation on the Stabilization of Dispersive Soil with Lime." International Journal of Trend in Scientific Research and Development 3, no. 5 (2019): 1376–80. https://doi.org/10.5281/zenodo.3590817.

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The soils that are highly susceptible to erosion and containing high percentage of exchangeable sodium ions are called Dispersive Soils. In appearance, dispersive clays are like normal clays that are stable and somewhat resistant to erosion, but in reality they can be highly erosive and subject to severe damage or failure. Using dispersive clay soils in hydraulic structures, embankment dams, or other structures such as roadway, embankments can cause serious engineering problems if these soils are not stabilized and used appropriately. This problem is worldwide, and structural failures attribut

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Maheswari, Anusuri Uma. "Improving Soil Properties by Using Coir." International Journal for Research in Applied Science and Engineering Technology 9, no. VIII (2021): 80–86. http://dx.doi.org/10.22214/ijraset.2021.37280.

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Construction on these soils is found to be expensive because of their low bearing strength. Soil having poor bearing need stabilization to make it suitable for construction purpose. In this study coir (extracted from coconut) is used as natural fiber for stabilization of soil. Stabilization using natural fiber is a cost-effective and eco-friendly approach to improve properties of soil. The study is carried out to evaluate the effects of coir fiber on properties of soil. Coconut coir in the soil were varied from 0, 0.5, 1.0, 1.5, and 2.0% and various soil properties were studied.

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Parsons, Robert L., and Justin P. Milburn. "Engineering Behavior of Stabilized Soils." Transportation Research Record: Journal of the Transportation Research Board 1837, no. 1 (2003): 20–29. http://dx.doi.org/10.3141/1837-03.

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Stabilization of soils is an effective method for improving soil properties and pavement system performance. For many soils, more than one stabilization agent may be effective, and financial considerations or availability may be the determining factor on which to use. A series of tests was conducted to evaluate the relative performance of lime, cement, Class C fly ash, and an enzymatic stabilizer. These products were combined with a total of seven different soils with Unified Soil Classification System classifications of CH, CL, ML, and SM. Durability testing procedures included freeze–thaw, w

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Okonkwo, Ugochukwu Nnatuanya, and Charles Kennedy. "The Effectiveness of Cement and Lime as Stabilizers for Subgrade Soils with High Plasticity and Swelling Potential." Saudi Journal of Civil Engineering 7, no. 03 (2023): 40–60. http://dx.doi.org/10.36348/sjce.2023.v07i03.001.

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This study investigated the effects of cement and lime on the mechanical properties of subgrade soils, which are challenging to stabilize due to high plasticity and swelling potential. The study found that both cement and lime are effective stabilizing agents that increase the OMC, with cement being more effective in reducing the OMC of black cotton soil. The engineering properties of stabilized Chokocho subgrade soil were also evaluated, and the use of cement and lime as stabilizers was found to be effective in improving soil characteristics for subgrade applications. This was indicated by in

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Darmiyanti, Lydia, and Ujang Wiharja. "Effect of Salt Solution in Electrochemical Stabilization with Variation of Potential Difference on Clay's Shear Strength." Reka Buana : Jurnal Ilmiah Teknik Sipil dan Teknik Kimia 9, no. 1 (2024): 28–40. http://dx.doi.org/10.33366/rekabuana.v9i1.5434.

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Clay is one of the problematic soils in Indonesia, with a distribution in Java of close to 20% of surface pedology. The biggest problem with clay soil is its ability to swell when it absorbs water and shrink when the water content decreases. Indonesia's tropical climate, where only the rainy and dry seasons, significantly affects clay's swelling potential, hindering the soil's mechanical properties. The significant expansion potential causes the soil to have a slight shear angle, which affects its bearing capacity. This condition underlies the urgency of clay soil improvement to increase the s

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Reichenbach, Mario, Peter Fiener, Gina Garland, Marco Griepentrog, Johan Six, and Sebastian Doetterl. "The role of geochemistry in organic carbon stabilization against microbial decomposition in tropical rainforest soils." SOIL 7, no. 2 (2021): 453–75. http://dx.doi.org/10.5194/soil-7-453-2021.

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Abstract. Stabilization of soil organic carbon (SOC) against microbial decomposition depends on several soil properties, including the soil weathering stage and the mineralogy of parent material. As such, tropical SOC stabilization mechanisms likely differ from those in temperate soils due to contrasting soil development. To better understand these mechanisms, we investigated SOC dynamics at three soil depths under pristine tropical African mountain forest along a geochemical gradient from mafic to felsic and a topographic gradient covering plateau, slope and valley positions. To do so, we con

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Lindh, Per, and Polina Lemenkova. "Geotechnical Properties of Soil Stabilized with Blended Binders for Sustainable Road Base Applications." Construction Materials 3, no. 1 (2023): 110–26. http://dx.doi.org/10.3390/constrmater3010008.

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This study aimed at evaluating the effect of blended binders on the stabilization of clayey soils intended for use as road and pavement materials in selected regions of Sweden. The stabilization potential of blended binders containing five stabilizers (cement, bio fly ash, energy fly ash, slag and lime) was investigated using laboratory tests and statistical analysis. Soil samples were compacted using Swedish Standards on UCS. The specimens were stabilized with blended mixtures containing various ratios of five binders. The effects of changed ratio of binders on soil strength was analyzed usin

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Lindh, Per, and Polina Lemenkova. "Geotechnical Properties of Soil Stabilized with Blended Binders for Sustainable Road Base Applications." Construction Materials 3, no. 1 (2023): 110–26. https://doi.org/10.5281/zenodo.7736093.

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This study aimed at evaluating the effect of blended binders on the stabilization of clayey soils intended for use as road and pavement materials in selected regions of Sweden. The stabilization potential of blended binders containing five stabilizers (cement, bio fly ash, energy fly ash, slag and lime) was investigated using laboratory tests and statistical analysis. Soil samples were compacted using Swedish Standards on UCS. The specimens were stabilized with blended mixtures containing various ratios of five binders. The effects of changed ratio of binders on soil strength was analyzed usin

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Banu, Shaziya, and Mousa Attom. "Internal Erosion Stabilization of Cohesionless Soil Using Lime." Water 15, no. 11 (2023): 1992. http://dx.doi.org/10.3390/w15111992.

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Soil embankments are valuable for the adequate reserve and supply of water to multiple industries. However, they are susceptible to internal soil erosion, which may ultimately lead to structural collapse. To counteract this issue, soil stabilization is practiced in the construction industry. This paper proposes the internal erosion stabilization of cohesionless soil using quicklime. For this research, two cohesionless soil types were investigated and treated with quicklime: poorly graded and well-graded cohesionless soils. For poorly graded soil, the lime percentage varied from 0.0% to 6.0% ba

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Ishkov, Alexey A., Anatoly A. Gubarkov, and Gennady V. Anikin. "Determining the efficiency of functioning of systems of temperature stabilization of soils with horizontal evaporator filled with different refrigerants." Tyumen State University Herald. Physical and Mathematical Modeling. Oil, Gas, Energy 5, no. 4 (2019): 37–57. http://dx.doi.org/10.21684/2411-7978-2019-5-4-37-57.

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The construction of buildings and structures in the zones of distribution of frozen soils follows the principle I. The bearing capacity of frozen soils significantly depends on their value of negative temperature. When thawed, such soils shrink, which negatively affects the objects built on them. To prevent this, temperature stabilization systems for frozen soils are used. Simultaneous accounting of the thermal effect on the frozen soil of an engineering object, as well as the temperature stabilization system of soils, is a difficult task, the accuracy of determining the strength characteristi

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Al-Yasir, Abdullah Talib, and Abbas Jawad Al-Taie. "Geotechnical Review for Gypseous Soils: Properties and Stabilization." Jurnal Kejuruteraan 34, no. 5 (2022): 785–99. http://dx.doi.org/10.17576/jkukm-2022-34(5)-04.

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In many arid and semi-arid regions, collapsible soils are well-known to be problematic in nature and negatively affect the performance of engineering structures. Gypseous soil considers one of the well-known types of collapsible soil. It represents a real challenge to engineers due to different problems encountered by engineering projects implemented in this soil. The mineralogy, composition, and fabric of gypseous soil affect its ability to deform when subjected to wetting (due to changing the whole structure soil particles). Numerous studies considered the problems of gypseous soils and thei

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SIERRA, M., F. J. MARTÍNEZ, V. BRAOJOS, A. ROMERO-FREIRE, I. ORTIZ-BERNAD, and F. J. MARTÍN. "Chemical stabilization of organic carbon in agricultural soils in a semi-arid region (SE Spain)." Journal of Agricultural Science 154, no. 1 (2015): 87–97. http://dx.doi.org/10.1017/s002185961500012x.

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SUMMARYLand use and management, together with soil properties, determine soil organic carbon (SOC) concentration and its stabilization mechanisms. Four soils (0–30 cm depth) were studied in a semi-arid region with different uses and management regimes: two soils with olive cultivation, both under a non-tillage regime and one with a cover crop (OCC) and the other without (ONT); a fluvial terrace soil (FT) with cereal–sunflower–fallow rotation; and an unaltered soil under natural vegetation (oak trees; OT). The OT soil had a higher SOC concentration than the agricultural soils (OCC, ONT and FT),

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Prerna, Priya, and Vijay Singh Dr.Ran. "Stabilization of Black cotton soil using Fly ash." International Journal of Recent Technology and Engineering (IJRTE) 9, no. 5 (2021): 91–96. https://doi.org/10.35940/ijrte.E5164.019521.

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<strong>Abstract:</strong> Expansive Black cotton clay soils are widely distributed worldwide, and are a significant damage to infrastructure and buildigs.It is a common practice around the world to stabilize black cotton soil using fly ash to improve the strength of stabilized sub- base and sub grade soil. Soil stabilization is the improvement of strength or bearing capacity of soil by controlled compaction, proportioning or addition of suitable admixtures or stabilizers. The Black cotton soils are extremely hard when dry, but lose its strength fully when in wet condition. In monsoon they guz

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Abharan, H. K., Harish Acharya, and M. Manjunatha. "Experimental Investigations of stabilization of Black cotton soil." IOP Conference Series: Earth and Environmental Science 1387, no. 1 (2024): 012022. http://dx.doi.org/10.1088/1755-1315/1387/1/012022.

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Abstract The technique of stabilizing soil aids in achieving the qualities of soil that are necessary for building projects. Black cotton soils, sometimes referred to as swelling soils, are those soil types that have a propensity to expand and contract in response to changes in moisture content. By increasing the strength of the black cotton soil, this experimental investigation on stabilizing the soil with a certain amount of granite dust produces positive results. The maximum dry density and reduced potential for shrinkage and swelling are found in the black cotton soil mixed with 5% granite

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Shristi, Singh yadav, aftab Md, Ahmad Faizan, and Kaur Taranpreet. "Using Waste and Polymer for Soil Stabilization." International Journal of Innovative Science and Research Technology 7, no. 5 (2022): 425–27. https://doi.org/10.5281/zenodo.6609351.

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Soil stabilization is a technique for improving and refining engineering qualities. Expansive clay soils are those whose volume fluctuates as the amount of water in the soil changes. In civil engineering, soil is one of the most regularly encountered materials. When constructions are discovered atop expanding soil, geotechnical engineers all over the world face major challenges. Stabilization of soil is the process of enhancing soil strength by artificial means. They have a tendency to inflate and shrink, posing a major threat to anything placed on top of them. The results of an attempt to for

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Aqel, Rawan, Mousa Attom, Magdi El-Emam, and Mohammad Yamin. "Piping Stabilization of Clay Soil Using Lime." Geosciences 14, no. 5 (2024): 122. http://dx.doi.org/10.3390/geosciences14050122.

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Construction of earth fill dams offers a cost-effective solution for various purposes. However, their susceptibility to internal soil erosion, known as piping, poses a significant risk of structural failure and resultant loss of life and property. Soil stabilization emerges as a practical technique to fortify these dams against such threats. This study investigated the impact of lime on the internal erosion properties of clay soils, focusing on CH and ML soil types. Specimens of different lime content were prepared and remolded at 95% relative compaction and optimum moisture content. Hole Eros

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Kumar, Amit, and Kiran Devi. "Application of Nanotechnology in Soil Stabilization." Journal of Building Material Science 5, no. 2 (2023): 25–36. http://dx.doi.org/10.30564/jbms.v5i2.5913.

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Nano-technology is expanding its horizon in various science and technology fields. In civil engineering, soil is a complex material and used for various functions and applications. Meanwhile, sometimes an effective soil stabilization technique is needed to fulfil the site criteria and can be achieved by adopting various methods e.g., physical, chemical, thermal or reinforcement using geotextiles and fabrics. The mechanism of soil stabilization using nanomaterials is still unexplored and open to prospective researchers. The present article attempts to touch and explore the possibilities of nano

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Parmance, Chandra Syah, Hijrawan AR Coda, Ichsan Rauf, Abdul Gaus, and Komang Arya Utama. "THE EFFECT OF QUICKLIME ON THE CBR VALUE OF SOFT SOIL STABILIZED WITH NICKEL SLAG AND ALUMUNIUM HYDROXIDE." American Journal of Applied Science and Technology 04, no. 12 (2024): 8–19. https://doi.org/10.37547/ajast/volume04issue12-02.

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The construction of road structures on soft soils is prone to structural damage due to the low bearing capacity of the soil under the load imposed by vehicles. Chemical stabilization is a popular method used to increase the bearing capacity of soft soils. This study aims to examine the effectiveness of soft soil stabilization using a mixture of lime, nickel slag, and aluminium hydroxide to enhance soil bearing capacity. The addition of lime as a binding agent is expected to reduce plasticity and increase soil strength, while nickel slag and aluminium hydroxide serve as additives that improve o

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Mr, Archit Jain* Mr Arpit Chawda. "APRAISAL OF DEMOLISHED CONCRETE COARSE AND FINES FOR STABILIZATION OF CLAYEY SOIL." INTERNATIONAL JOURNAL OF ENGINEERING SCIENCES & RESEARCH TECHNOLOGY 5, no. 9 (2016): 715–19. https://doi.org/10.5281/zenodo.155098.

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Road pavements or structure on loose soil needs stabilization. Soil stabilization is mainly done for modifying soil engineering properties to improve the bearing capacity and durability property of weak soil. At the same time the waste material disposal is possessing a lot of problem for disposal. The aim of the study is to appraise the waste material with a review on stabilization of clayey soil using demolished concrete structural fines. Various methods are available for stabilizing clayey soil. These methods include stabilization with chemical additives, soil replacement, compaction control

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Sheikh, Saddam, Ashutosh Mohod, Safal Sahare, et al. "Soil Stabilization by Using Inorganic Waste." International Journal for Research in Applied Science and Engineering Technology 10, no. 4 (2022): 615–17. http://dx.doi.org/10.22214/ijraset.2022.41299.

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Abstract: Soil stabilization is a process which improves the physical properties of soil, such as increasing shear strength, bearing capacity etc. which can be done by use of controlled compaction or addition of suitable admixtures like bituminous, lime and waste materials like plastic ,fly ash, phosphor gypsum etc. This new technique of soil stabilization can be effectively used to meet the challenges of society, to reduce the quantities of waste, producing useful material from non-useful waste materials. Plastic such as shopping waste bottles and bitumen is used to as a reinforcement to perf

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Harpinder, Pal Singh* Parneet Batish Pardeep Singh Sekho. "INFLUENCE OF CALCIUM CHLORIDE ON INDEX PROPERTIES AND CBR VALUE OF CLAYEY SOIL." Global Journal of Engineering Science and Research Management 4, no. 8 (2017): 7–14. https://doi.org/10.5281/zenodo.841190.

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Most of the problem faced by geotechnical engineers is when a given site does not have suitable engineering properties to support structures, roads and foundation. The soil of the site may be weak due to various reasons. A difficult problem in work exists when the soil is found to be clay or the water table in that region is high. Soils with high clay content generally have low shear strength and has tendency to swell when their moisture content is allowed to increase. For these reasons clayey soil is not suited for structures, roads and foundation. Engineering properties of clayey soil can be

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Manikanta, Adusumalli, Birudula Nageswara Rao, K. Swathi Reddy, et al. "Soil Stabilization Using Crumb Rubber Powder." International Journal of Innovative Research in Computer Science and Technology 10, no. 9 (2022): 163–65. http://dx.doi.org/10.55524/ijircst.2022.10.5.25.

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Because there are more used car tyres produced each year, disposing of them has become a significant environmental issue on a global scale. Utilizing used tyres will reduce the effect on the environment and increase resource preservation. The stabilisation of soils using CRP (5%, 10%, 15%) is discussed in this article. The conduct and effectiveness of the stabilised soil were evaluated using the soil properties, compaction, California bearing ratio (CBR), and direct shear test. When soil and CRP are combined, it is seen that the maximum dry density and ideal moisture content decline as the per

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