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Journal articles on the topic 'Soil Stabilization Techniques'

Author: Grafiati

Published: 5 June 2025

Last updated: 2 August 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

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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Hamzah, Hazamaah Nur, Mohd Mustafa Al Bakri Abdullah, Heah Cheng Yong, Mohd Remy Rozainy Arif Zainol, and Kamarudin Hussin. "Review of Soil Stabilization Techniques: Geopolymerization Method one of the New Technique." Key Engineering Materials 660 (August 2015): 298–304. http://dx.doi.org/10.4028/www.scientific.net/kem.660.298.

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This paper studies the effectiveness of soil stabilizer on the problematic soil or soft soil. It is subjected to instability and massive primary and long term consolidation settlements when subjected to even moderate load increases. The purpose of this study is to review the techniques and materials that have been used in the soil stabilization by previous researchers. The performance of the soil stabilizer for stabilization by means of strength has been highlighted in this study. Unconfined compressive strength (UCS) test was carried out on stabilized soil samples and the results that obtaine

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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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Mr.V.A.Patil*1, &. Mr.Pravin R. Pasare2. "REVIEW OF SOIL STABILIZATION TECHNIQUES." INTERNATIONAL JOURNAL OF ENGINEERING SCIENCES & RESEARCH TECHNOLOGY 7, no. 3 (2018): 236–40. https://doi.org/10.5281/zenodo.1198993.

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As per civil engineering is concerned it is very important for every planner to plan any city or village so that all the facilities should be provided to public not only with respect to the residence but also transportation, water supply, drainage disposal, public amenities etc.

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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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Đurđevac, Vanja, Snežana Ignjatović, Dragan Ignjatović, and Dragana Savić. "Different types of soil stabilization techniques." Mining and Metallurgy Engineering Bor, no. 2 (2024): 47–52. https://doi.org/10.5937/mmeb2402047d.

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Soil stabilization is the process of improving physical, mechanical and dynamical properties of soil and increasing the bearing capacity. During the construction of a structure (road, building, etc.), it is necessary that the soil, where the structure will be located, meets the designed characteristics (physical, mechanical and deformation). In case, during the examination of the said soil, it is determined that it does not meet the given criteria, the improvement of the soil is started. This paper will describe the basic principles and types of soil stabilization.

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8

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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9

Masirin, Mohd Idrus Mohd, Halina Abdul Hamid, Raha Abdul Rahman, Abdullah Wagiman, Mohammad Sukri Mustapa, and Norashikin Abdul Hamid. "Appraisal on Different Sustainable Road Stabilization Techniques for Different Road Condition and Materials." Materials Science Forum 975 (January 2020): 208–13. http://dx.doi.org/10.4028/www.scientific.net/msf.975.208.

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Road condition in term of road surface condition depends on the subgrade soil strength. Therefore, a weak subgrade condition requires improvements in stabilization. Soil stabilization is the alteration of one or more geotechnical properties to create an improved soil material possessing the desired engineering properties. The main purpose of the soil stabilization is to increase the shear strength of an existing ground condition to enhance its load-bearing capacity, achieve a desired improved permeability and enhance the durability of the soil to resistance to the process of weathering, and tr

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10

Bushman, William H., Thomas E. Freeman, and Edward J. Hoppe. "Stabilization Techniques for Unpaved Roads." Transportation Research Record: Journal of the Transportation Research Board 1936, no. 1 (2005): 28–33. http://dx.doi.org/10.1177/0361198105193600104.

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An amendment to Virginia House Bill 1400, Item 490, No. 1h, calls for the Virginia Transportation Research Council to “continue its evaluation of soil stabilizers as an alternative to paving low-volume secondary roads.” In response, promising soil stabilization products were evaluated with the relatively new technique of deeply mixing chemical additives into unpaved roadbeds. This work is based on the construction of a 1.75-m-long trial installation on Old Wheatland Road in Loudoun County, where seven commercially available stabilization products were applied to the unpaved road. A rigorous ev

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11

Sharma, Utkarsh, Ajay Pratap Pratap Singh Rathor, and Biswajit Acharya. "A Review Study of Techniques and Use of Thermal Stabilization of Soil." ECS Transactions 107, no. 1 (2022): 6963–76. http://dx.doi.org/10.1149/10701.6963ecst.

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The process of stabilization is performed at a large scale by using various procedures to improve and modify soil properties. Searching a good method for stabilization is really a big deal of concern till date. Thermal stabilization is one of an important method among the various methods of soil stabilization. The paper’s objective is to review the different thermal stabilization techniques based on previous experimental studies. The point of attention is comparison of thermal stabilization with other method.

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Garg, Rohan. "A Review on New Developments in the Stabilization of Soil." International Journal for Research in Applied Science and Engineering Technology 12, no. 6 (2024): 896–903. http://dx.doi.org/10.22214/ijraset.2024.63227.

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Abstract: Expansive soils pose significant challenges for construction due to the shrink-swell behavior of their clay mineral components. These characteristics render them unsuitable for direct engineering applications in their natural state. To improve their suitability for construction, various stabilization materials and techniques have been utilized. This study examines the effectiveness of different additives and methods in enhancing the engineering properties of expansive soils. .We delve into the microstructural interactions, chemical processes, and economic impacts of soil stabilizatio

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Shakir Iqbal, Hussain Ahmad Khan, Ihsan Ullah, Ameer Hamza, and Jawad Bashir Mustafvi. "ENHANCING THE PROPERTIES OF SUBGRADE SOIL: INVESTIGATION FROM THE HIGHWAY PROJECT." Pakistan Journal of Scientific Research 3, no. 2 (2024): 169–82. http://dx.doi.org/10.57041/pjosr.v3i2.1058.

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The present investigation focused on soil stabilization methodologies expected to improve the properties of subgrade soil while pavement building. The subgrade layer, located beneath the base or surface course of the pavement, often consists of weak soil that lacks the necessary strength to support pavement loading. Effective soil stabilization is essential to ensure long-term performance and reduce pavement distress such as cracking and rutting. Various soil stabilization methods have been explored, including mechanical, cement, lime, bitumen, electro-osmosis, thermal, and chemical stabilizat

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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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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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Rekha N and Ramakrishna U B. "Bio-mediated soil improvement techniques for slope stability." World Journal of Advanced Research and Reviews 13, no. 1 (2022): 867–74. https://doi.org/10.30574/wjarr.2022.13.1.0704.

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Soil stability is a crucial factor in mitigating landslides and ensuring the long-term durability of infrastructure built on slopes. Traditional soil stabilization techniques rely heavily on chemical additives and mechanical reinforcements, which can be expensive, labor-intensive, and environmentally harmful. As an alternative, bio-mediated soil improvement methods harness biological processes to enhance soil cohesion, reduce erosion, and increase load-bearing capacity, offering a more sustainable and eco-friendly approach to geotechnical engineering. This paper explores key bio-mediated soil

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17

Alsabhan, Abdullah H., and Wagdi Hamid. "Innovative Thermal Stabilization Methods for Expansive Soils: Mechanisms, Applications, and Sustainable Solutions." Processes 13, no. 3 (2025): 775. https://doi.org/10.3390/pr13030775.

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The thermal stabilization of expansive soils has emerged as a promising and sustainable alternative to conventional chemical stabilization methods, addressing the long-standing challenges associated with soil swelling and shrinkage. This review critically evaluates the mechanisms, applications, and advancements in thermal stabilization techniques, with a particular focus on both traditional approaches (e.g., kiln heating) and emerging innovations such as microwave heating. This study synthesizes recent research findings to assess how thermal treatment modifies the mineralogical, physical, and

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18

Afrin, Habiba. "A Review on Different Types Soil Stabilization Techniques." International Journal of Transportation Engineering and Technology 3, no. 2 (2017): 19. http://dx.doi.org/10.11648/j.ijtet.20170302.12.

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19

Kanagarathinam, L., D. Anburaja, G. Sudharson, P. Keerthana, and S. Karpoorajothi. "Soil Stabilization Techniques for Roads on Expansive Soils and Loose Sand." IOP Conference Series: Materials Science and Engineering 1026, no. 1 (2021): 012013. http://dx.doi.org/10.1088/1757-899x/1026/1/012013.

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20

Bhagatkar, Prerana M., and Akshit Lamba. "Empirical Review of Innovative Soil Improvement Techniques in Geotechnical Engineering." Mesopotamian Journal of Civil Engineering 2024 (July 23, 2024): 42–53. https://doi.org/10.58496/mjce/2024/007.

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Acquisition of soils made a new dimension in geotechnical engineering due to increased demands on sustainability as well as effectiveness in infrastructure development. The traditional techniques of soil stabilization, ground reinforcement, and grouting have been in widespread use but often come out as not good enough when considered in terms of long-term performance, environmental impact, and adaptability to conditions at complicated sites. Most of the literature reviews concentrate on one or two techniques/advancements without giving an all-round view of the changing landscape of innovative

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21

Abdila, Syafiadi Rizki, Mohd Mustafa Al Bakri Abdullah, Romisuhani Ahmad, et al. "Potential of Soil Stabilization Using Ground Granulated Blast Furnace Slag (GGBFS) and Fly Ash via Geopolymerization Method: A Review." Materials 15, no. 1 (2022): 375. http://dx.doi.org/10.3390/ma15010375.

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Geopolymers, or also known as alkali-activated binders, have recently emerged as a viable alternative to conventional binders (cement) for soil stabilization. Geopolymers employ alkaline activation of industrial waste to create cementitious products inside treated soils, increasing the clayey soils’ mechanical and physical qualities. This paper aims to review the utilization of fly ash and ground granulated blast furnace slag (GGBFS)-based geopolymers for soil stabilization by enhancing strength. Previous research only used one type of precursor: fly ash or GGBFS, but the strength value obtain

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22

S. Jama, Nidhal, and Khitam A. Saeed. "POZZOLANIC MATERIALS FOR STABILIZATION /SOLIDIFICATION OF SOIL CONTAMINATED BY HEAVY METALS - A REVIEW." Journal of Engineering and Sustainable Development 27, no. 4 (2023): 487–98. http://dx.doi.org/10.31272/jeasd.27.4.6.

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Soil contamination with heavy metals significantly threatens human health and the ecosystem. Due to the complexity of heavy metal interactions in soils, the mobility, bioavailability, and toxicity of metals in the soil fractions are impacted by several parameters. These parameters include the qualities of both the metal and the soil. However, several remedial methods have been used in immobilization techniques. One of the best techniques is the Stabilization/Solidification(S/S) approach, which is often used to remediate contaminated sites and combines contaminants with binders to reduce the qu

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Meddah, Abdelaziz, Abd Elmalik Goufi, and Lysandros Pantelidis. "Improving Very High Plastic Clays with the Combined Effect of Sand, Lime, and Polypropylene Fibers." Applied Sciences 12, no. 19 (2022): 9924. http://dx.doi.org/10.3390/app12199924.

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Improving the mechanical properties of low-strength soils (e.g., high plasticity clays) is one of the main branches of geotechnical engineering. The adoption of stabilization techniques for ensuring that structures will be founded on an adequately strong soil base is a common practice. Stabilization techniques for clay soils may include inert materials (cohesionless soils), chemical substances (cement, lime, or industrial additives), or the use of randomly distributed fibers. While all of these additives are added to low-strength soils by mixing, the question remains whether an optimal combina

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Mangnejo, Dildar Ali, S. J. Oad, Shahbaz Ali Kalhoro, S. Ahmed, F. H. Laghari, and Z. A. Siyal. "Numerical Analysis of Soil Slope Stabilization by Soil Nailing Technique." Engineering, Technology & Applied Science Research 9, no. 4 (2019): 4469–73. https://doi.org/10.5281/zenodo.3370644.

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Slope instability may be a result of change in stress conditions, rise in groundwater table and rainfall. Similarly, many slopes that have been stable for several years can abruptly fail due to changes in geometry, weak soil shear strength or as an external forces effect. Debris flows (i.e. slope failures) take place without any warning and can have devastating results. So, it is vital to understand the slope failure mechanism and adopt safety prevention measures. Soil nailing is one of the widely used stabilization techniques for soil slopes. In this study, soil nail technique is proposed to

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Akpinar, Muhammet Vefa, Erhan Burak Pancar, Eren Şengül, and Hakan Aslan. "Pavement Subgrade Stabilization with Lime and Cellular Confinement System." Baltic Journal of Road and Bridge Engineering 13, no. 2 (2018): 87–93. http://dx.doi.org/10.7250/bjrbe.2018-13.402.

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In this study effectiveness of lime stabilization and geocell reinforcement techniques of roads was investigated for low bearing capacity subgrades. For this purpose, a large-scale plate load test was designed and used. Clayey soil with high moisture content was reinforced with different percentages of hydrated lime (5%, 10%, 15% dry weight of the soil). The deflection and stress results indicated that lime stabilization or geocell reinforcement alone did not significantly increase subgrade reaction coefficient and bearing capacity values. Promising results were obtained on stabilization of we

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Tayyiba, Sk Mohisina. "EXPERIMENTAL STUDY ON THE STABILIZATION OF EXPANSIVE SOIL USING PLASTIC WASTE." International Scientific Journal of Engineering and Management 04, no. 06 (2025): 1–9. https://doi.org/10.55041/isjem04556.

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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. Expansive soils are the type of soil whose volume changes with the change in water content. They have a behavior of swelling and shrinking that is a serious hazard to structures built over them. This study investigates an eco-friendly and cost-effective method to improve engineering properties of expansive soil through stabilization using recycled plastic bottle strips. The experimental program involves laboratory testing to evaluate engineering pr

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K, Anees, Fabi Sulaika P, Jyothisha K. S, Fidha A. P, and Muhammed Ajlal K. "Soil Stabilization using Coffee Husk Ash and Lime." International Journal for Research in Applied Science and Engineering Technology 13, no. 3 (2025): 2502–7. https://doi.org/10.22214/ijraset.2025.67811.

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Abstract: Paddy soils pose significant construction challenges due to their unique physical properties. High water content, low bearing capacity, and high compressibility make them prone to settlement and deformation issues. Additionally, paddy soils have low shear strength, high plasticity index, and low permeability, increasing the risk of landslides, foundation instability, and waterlogging. Hence, there exists a need of improving the engineering properties of soil before using for construction by soil stabilization techniques. Here we are going to use coffee husk ash and lime as stabilizer

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Jitendra, Nayak*1 &. Tapas Singh2. "AN EXPERIMENTAL INVESTIGATION ON SOIL STABILIZATION OF EXPANSIVE SOIL BY USING INORGANIC CHEMICALS." INTERNATIONAL JOURNAL OF ENGINEERING SCIENCES & RESEARCH TECHNOLOGY 6, no. 12 (2017): 12–16. https://doi.org/10.5281/zenodo.1084121.

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Expansive soils in India are a boon to farmers but problematic to civil engineers, particularly to geotechnical engineers. Foundation structures experience large scale damage due to change in properties of soil. The design of foundations and pavements founded on swelling soils always involve a certain degree of risk and damage. Usually high degree of risk is associated even with the lowest cost of the design alternative. Thus it is necessary to explore various foundation alternatives in expansive soils. The foundation alternatives include: Strip foundation, Pad foundation, Pad and beam foundat

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Almajed, Abdullah, Mohammed Abdul Lateef, Arif Ali Baig Moghal, and Kehinde Lemboye. "State-of-the-Art Review of the Applicability and Challenges of Microbial-Induced Calcite Precipitation (MICP) and Enzyme-Induced Calcite Precipitation (EICP) Techniques for Geotechnical and Geoenvironmental Applications." Crystals 11, no. 4 (2021): 370. http://dx.doi.org/10.3390/cryst11040370.

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The development of alternatives to soil stabilization through mechanical and chemical stabilization has paved the way for the development of biostabilization methods. Since its development, researchers have used different bacteria species for soil treatment. Soil treatment through bioremediation techniques has been used to understand its effect on strength parameters and contaminant remediation. Using a living organism for binding the soil grains to make the soil mass dense and durable is the basic idea of soil biotreatment. Bacteria and enzymes are commonly utilized in biostabilization, which

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30

Mangnejo, D. A., S. J. Oad, S. A. Kalhoro, S. Ahmed, F. H. Laghari, and Z. A. Siyal. "Numerical Analysis of Soil Slope Stabilization by Soil Nailing Technique." Engineering, Technology & Applied Science Research 9, no. 4 (2019): 4469–73. http://dx.doi.org/10.48084/etasr.2859.

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Slope instability may be a result of change in stress conditions, rise in groundwater table and rainfall. Similarly, many slopes that have been stable for several years can abruptly fail due to changes in geometry, weak soil shear strength or as the effect of an external force. Debris flows (i.e. slope failures) take place without any warning and can have devastating results. So, it is vital to understand the slope failure mechanism and adopt safety prevention measures. Soil nailing is one of the widely used stabilization techniques for soil slopes. In this study, soil nail technique is propos

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Yue, Changsheng, Huili Du, Yan Li, Naiyi Yin, Ben Peng, and Yanshan Cui. "Stabilization of Soil Arsenic with Iron and Nano-Iron Materials: A Review." Journal of Nanoscience and Nanotechnology 21, no. 1 (2021): 10–21. http://dx.doi.org/10.1166/jnn.2021.18476.

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Soil arsenic (As) contamination is an important environmental problem, and chemical stabilization is one of the major techniques used to remediate soil As contamination. Iron and iron nanoparticle materials are widely used for soil As stabilization because they have one or more of the following advantages: high adsorption capacity, high reduction capacity, cost effectiveness and environmental friendliness. Therefore, this review introduces the stabilization of soil As with iron and iron nanoparticles, including zero-valent iron, iron oxides/hydroxides, some iron salts and Fe-based binary oxide

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James, Jijo, Anupriya Natesan, Aswini Manohar, and Vishvaa Subramanian. "Potential of Portland pozzolana cement in the stabilization of an expansive soil subjected to alternate cycles of wetting and drying." Gradjevinski materijali i konstrukcije 64, no. 2 (2021): 81–91. http://dx.doi.org/10.5937/grmk2102081j.

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Cement/lime stabilization of soils is one of the common techniques adopted for improving its geotechnical properties. Lately, the focus of investigation has shifted to blended stabilization with industrial wastes as auxiliary additives. However, the role of blended cement in stabilization of soil has been studied insufficiently despite the fact that it is manufactured under controlled conditions. This investigation deals with the use of Portland pozzolana cement (PPC) instead of ordinary Portland cement (OPC) in the stabilization of an expansive soil subjected to alternate cycles of wetting an

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Raman, Ravi Shankar, C. Lavanya, Revathi V, et al. "Optimization of RHA and Cement proportion for soil stabilization." E3S Web of Conferences 529 (2024): 01015. http://dx.doi.org/10.1051/e3sconf/202452901015.

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The process of changing a soil’s physical characteristics to provide it long-term, permanent improvements in strength is known as soil stabilisation. Increasing a soil’s overall bearing capacity and shear strength is how stabilisation is achieved. After stabilisation, a solid monolith forms, reducing permeability and hence the possibility for shrinkage and swelling as well as the damaging impacts of freeze-thaw cycles. The goal of this study is to improve the physical characteristics of soils for better building results by investigating the potential of cement and rice husk ash (RHA) as soil s

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Zhang, Changsong, Xueke Zang, Zhenxue Dai, Xiaoying Zhang, and Ziqi Ma. "Remediation Techniques for Cadmium-Contaminated Dredged River Sediments after Land Disposal." Sustainability 13, no. 11 (2021): 6093. http://dx.doi.org/10.3390/su13116093.

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This paper examines the remediation techniques of cadmium (Cd)-contaminated dredged river sediments after land disposal in a city in East China. Three remediation techniques, including stabilization, soil leaching, and phytoremediation, are compared by analyzing the performance of the techniques for Cd-contaminated soil remediation. The experimental results showed that the stabilization technique reduced the leaching rate of soil Cd from 33.3% to 14.3%, thus effectively reducing the biological toxicity of environmental Cd, but the total amount of Cd in soil did not decrease. Leaching soil with

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Inas, Berdi, Messast Salah, Benzaid Riad, and Idoui Imane. "Improving geotechnical properties using paper ash and olive pomace." Selected Scientific Papers - Journal of Civil Engineering 20, no. 1 (2025): 1–15. https://doi.org/10.2478/sspjce-2025-0001.

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Abstract Soil stabilization techniques play a crucial role in improving soil quality, reducing construction costs, and addressing environmental and mechanical challenges encountered in civil engineering. Faced with low-quality soils, several researchers have explored innovative solutions by using natural waste materials. New approaches are being developed to recover local waste and reuse it in civil engineering applications, particularly in earthworks. In this study, the goal is to experimentally compare the impact of two types of waste on the stabilization of clay soils, by testing different

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Al-khafaji, Sarah Ahmed, and Ahmed Al-Janabi Al-Janabi. "Strengthening Gypsum Soils: The Role of Lime and CaCO3 Nanoparticles in Enhancing Suction and Compressive Strength." Salud, Ciencia y Tecnología - Serie de Conferencias 4 (February 24, 2025): 1513. https://doi.org/10.56294/sctconf20251513.

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This study examines the characteristics and stabilization of two types of gypsum soils, known for their high gypsum content, which affects their physical and chemical properties. Gypsum soils pose challenges in construction due to their solubility in water, leading to instability. The research focuses on the interaction of moisture content, gypsum concentration, and soil structure under different climatic conditions.The study evaluates the relationship between soil total suction, measured by the filter paper approach, and unconfined compressive strength in both natural and processed gypsum soi

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Nitish, S. S. S., Yellanki Haritha, Pilli Rajesh, Reddy Sankar Rao, and Marrapu Omkar. "Investigation on Behavior of Stone Columns in Soils under Predominant Settlement." International Journal for Research in Applied Science and Engineering Technology 11, no. 4 (2023): 863–68. http://dx.doi.org/10.22214/ijraset.2023.50195.

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Abstract: Recent advances have made stone columns more efficient and effective for addressing soil instability and improving the load-bearing capacity of weak soils. The present study aims to show that the behavior of stone columns can support most of the load transferred to the soil. The use of innovative materials, such as recycled glass, plastic, or tire shreds, as a replacement for traditional stone fill, has been investigated in recent years and has shown promising results in cost and sustainability. The development of advanced numerical modeling techniques, such as finite element analysi

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Ahmed, Zeeshan, and Sunil B. Somani. "CONSTRUCTION OF SUSTAINABLE ROADS USING THE MIXTURE OF ALKALI-ACTIVATED RICE HUSK ASH AND FLY ASH." Suranaree Journal of Science and Technology 31, no. 1 (2024): 010280(1–14). http://dx.doi.org/10.55766/sujst-2024-01-e01303.

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Soil stabilization, crucial for enhancing the stability and engineering properties of soil, has been the subject of extensive research utilizing mechanical and chemical methods. This study delves into the challenges faced in traditional soil subgrade stabilization methods, stemming from factors such as soil erosion, inadequate load-bearing capacity, and susceptibility to environmental conditions. These challenges have prompted the exploration of innovative solutions for road subgrade soil stabilization. Our primary motivation stems from the limitations of conventional techniques and the pressi

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El Majid, Ahlam, Khadija Baba, and Yassine Razzouk. "Comparative analysis of swelling mitigation in marl and clay soils: natural plant fibers (Alfa, jute, sisal) vs. polypropylene fiber with lime-pozzolana cement utilizing proctor compaction." Bulletin of the Tomsk Polytechnic University Geo Assets Engineering 335, no. 4 (2024): 52–63. http://dx.doi.org/10.18799/24131830/2024/4/4410.

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This study offers a comparative assessment of two methodologies for mitigating soil swelling in marl and clay soils. The methods under investigation include the use of natural plant fibers (Alfa, jute, sisal) and polypropylene fibers in combination with lime-pozzolana cement. Laboratory tests, including Proctor compaction tests, and swell potential assessments, were conducted to assess the effectiveness of each method. The findings reveal that both natural plant fibers and polypropylene fibers, when combined with lime-pozzolana cement, effectively reduce soil swelling. The study underscores th

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Kowalska, Aneta, Bal Ram Singh, and Anna Grobelak. "Carbon Footprint for Post-Mining Soils: The Dynamic of Net CO2 Fluxes and SOC Sequestration at Different Soil Remediation Stages under Reforestation." Energies 15, no. 24 (2022): 9452. http://dx.doi.org/10.3390/en15249452.

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The remediation of open-cast post-mining soil remains a big challenge. Here, the post-mining soils are considered from the viewpoints of CO2 emission and carbon sequestration. We investigated the dynamic of C stock in two different post-mining areas, i.e., the limestone post-mining soil remediated with embankment (S1), and the lignite post-mining soil remediated with sewage sludge (S2). Post-mining soils under four different remediation stages were used. The study was conducted in the spring of 2021 and 2022. The aim of the study was to assess the C sequestration in sewage sludge amended and n

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Chiu, Jian Chong, and Paran Gani. "Soil Washing Methods for Effective Removal of Heavy Metal Contaminants." Industrial and Domestic Waste Management 4, no. 1 (2024): 56–71. http://dx.doi.org/10.53623/idwm.v4i1.444.

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Soil pollution caused by heavy metals from anthropogenic activities poses a significant environmental and health threat globally. Traditional remediation methods like solidification/stabilization have limitations, prompting the need for alternative techniques. Soil washing emerges as a promising approach, employing physical and chemical methods to effectively remove contaminants. This paper explores soil washing methods, focusing on sites contaminated with heavy metals such as zinc, lead, nickel, mercury, arsenic, copper, chromium, and cadmium, particularly influenced by military and industria

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Correia, António A. S., Joana B. Caldeira, Rita Branco, and Paula V. Morais. "Enhancing the Strength of Mine Residue Soil by Bioremediation Combined with Biopolymers." Applied Sciences 13, no. 18 (2023): 10550. http://dx.doi.org/10.3390/app131810550.

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Traditional soil stabilization methods are usually associated with high energy consumption, carbon emissions, and long-term environmental impact. Recent developments have shown the potential use of bio-based techniques as eco-friendly alternatives for soil stabilization. The present work studies the effects of the addition of the biopolymers xanthan gum (XG) or carboxymethyl cellulose (CMC) to a mine residue soil, combined or not with biostimulation and bioaugmentation techniques, in terms of compressive stress–strain behavior. Unconfined compressive strength (UCS) tests were performed on prev

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Panthi, Gayatri, Jaeyoung Choi, and Seung-Woo Jeong. "Evaluation of Long-Term Leaching of Arsenic from Arsenic Contaminated and Stabilized Soil Using the Percolation Column Test." Applied Sciences 11, no. 17 (2021): 7859. http://dx.doi.org/10.3390/app11177859.

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Arsenic in the soil can leach into groundwater and contaminate drinking water, posing a serious risk to human health. The stabilization of arsenic in contaminated soil is one of the immobilization technologies used to remediate contaminated lands. However, few studies have evaluated the long-term release of As and pH changes in stabilized soils. We compared different stabilization techniques in the field by mixing contaminated soil with 5% of either acid mine drainage sludge (AMDS), coal mine drainage sludge (CMDS), steel slag, or cement. We evaluated the results using an up-flow percolation c

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Oinam, Malemleima. "Experimental Study on the Stabilization of Expansive Soil using Gypsum Hemihydrate." International Journal for Research in Applied Science and Engineering Technology 13, no. 3 (2025): 490–98. https://doi.org/10.22214/ijraset.2025.67288.

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An expansive soil is a type of soil that expands or contracts as a direct consequence of variations in water volume. Expansive soils have low bearing capacity, large settlement, and excessive water absorbability as their physical properties. They have inadequate bearing capacity due to high water content, and causes consolidation settlement. This makes them problematic for civil engineering construction. Various issues in the buildings or construction projects may arise as a result of expansive soil’s swelling and contracting behaviour such as crucible damage to roads and walkways and other li

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Petrillo, Antonella, Fernando Fraternali, Annamaria Acampora, Giuseppina Di Chiara, Francesco Colangelo, and Ilenia Farina. "Innovative Solidification and Stabilization Techniques Using Industrial By-Products for Soil Remediation." Applied Sciences 15, no. 7 (2025): 4002. https://doi.org/10.3390/app15074002.

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In recent decades, heavy industrial discharges have caused severe soil and groundwater pollution. Many areas previously occupied by industries are now represented by lands contaminated by the accumulation of toxic metals, which pose serious risks to human health, plants, animals, and surrounding ecosystems. Among the various potential solutions, the solidification and stabilization (S/S) technique represents one of the most effective technologies for treating and disposing of a wide range of contaminated wastes. This study focuses on the theoretical definition of a green material mix, which wi

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AL-khyat, Sahar, Dalia Naji, Huda T. Hamad, and Helen Onyeaka. "A REVIEW ON SOIL CONTAMINATION SOURCES: IMPACT ON ENGINEERING PROPERTIES AND REMEDIATION TECHNIQUES." Journal of Engineering and Sustainable Development 27, no. 3 (2023): 292–307. http://dx.doi.org/10.31272/jeasd.27.3.1.

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Soil contamination produced by improper management of various petroleum and industrial products causes potential risks to the environment and soil engineering properties. Such contamination causes environmental deterioration and adversely affects soil engineering performance, altering almost all geotechnical properties. Several remediation techniques have been proposed to decontaminate the polluted soils. Choosing the best technique depends on both the energy consumption during operation and the treatment efficiency. The lack of a universally appropriate treatment method and the unavoidable ex

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Saleh, Samaila, Nur Zurairahetty Mohd Yunus, Kamarudin Ahmad, and Nazri Ali. "Stabilization of Marine Clay Soil Using Polyurethane." MATEC Web of Conferences 250 (2018): 01004. http://dx.doi.org/10.1051/matecconf/201825001004.

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Many chemicals stabilisation techniques are being employed all over the world to improve the engineering and physical properties of the problematic soils and reduce the potential damages caused by them. Out of those chemical stabilisation technics, application of Polyurethane to improve the strength of marine clay was investigated in the laboratory. Characterization of the soil geotechnical properties was carried out by conducting laboratory test that includes natural moisture content, Atterberg limits, grains sizes analyses, specific gravity, moisture-density relationship, unconfined compress

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Firoozi, Ali Akbar, Maryam Naji, and Ali Asghar Firoozi. "Stabilization Expansive Clayey with Nano-Lime to Reduce Environmental Impact." Jurnal Kejuruteraan 34, no. 6 (2022): 1085–91. http://dx.doi.org/10.17576/jkukm-2022-34(6)-09.

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For years, geotechnical engineers have been concerned about expansive soils. Expansive soils are characterized by large volumetric changes related to variations in moisture content. Variations in soil water content may take place naturally during seasonal changes or maybe manmade caused by dewatering activities. The quantity of shrinkage and swell is influenced by numerous parameters, including the quantity of minerals clay in the soil, moisture content, dry density, and climate change. In most countries, numerous structures, including pavements and buildings, are damaged as a result of this s

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Gomasa, Ramesh. "Slope and Landslide Stabilization: A Review." Indian Journal of Structure Engineering (IJSE) 1, no. 2 (2021): 13–16. https://doi.org/10.54105/ijse.A1304.111221.

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Slope stabilization is the one of important fundamental aspect for preventing landslides. For a safer design of the structure, slope stabilization is very important. There are various studies conducted on slope stabilization and landslide mitigation. Geotechnical Engineers and Structural Engineers play an important role in analyzing and designing slope stabilization and landslide mitigation and prevention. This study is also helpful for the design of slopes. The study also helps for quick assessment of slopes. This paper also explained stabilization methods and techniques for slope. This study

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Journal, IJSREM. "Transforming Soil Stabilization: Paving the way for Sustainable Development." INTERANTIONAL JOURNAL OF SCIENTIFIC RESEARCH IN ENGINEERING AND MANAGEMENT 08, no. 01 (2024): 1–10. http://dx.doi.org/10.55041/ijsrem28405.

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The history of soil stabilization techniques unveils a narrative dominated by a pursuit of immediate development gains, often at the expense of environmental considerations. In its nascent stages, conventional methods employing lime, cement, and similar agents were championed for their efficacy in achieving structural objectives, relegating environmental concerns to the periphery. Over time, the continued reliance on these methods led to an eye seeing escalation in environmental impacts, painting a sombre picture of unintended consequences. As years passed, the unrelenting use of these convent

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