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Journal articles on the topic 'Chemical soil stabilization'

Author: Grafiati

Published: 4 September 2021

Last updated: 29 July 2025

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1

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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2

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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3

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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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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Khan, MD Shahbaz, Swayamdip wankhede, Nikhil Ramteke, et al. "Stabilization of Black Cotton Soil by Using Terrazyme Chemical." International Journal of Research Publication and Reviews 5, no. 5 (2024): 6211–17. http://dx.doi.org/10.55248/gengpi.5.0524.1274.

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Srie Gunarti, Anita Setyowati. "CALIFORNIA BEARING RATIO PADA TANAH LEMPUNG YANG DISTABILISASI DENGAN KALIUM HIDROKSIDA." Bentang : Jurnal Teoritis dan Terapan Bidang Rekayasa Sipil 1, no. 1 (2013): 11–18. https://doi.org/10.33558/bentang.v1i1.317.

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The minerals that make up soil that consists of elements and chemical compounds can react with other chemicals mixed in him. To the type of soil that inadequate technical ability but possessed with the chemical potential, can be enhanced by adding chemical substances which are chemical stabilization. The method used in this study is the method of chemical stabilization of the original soil by mixing with KOH powder chemicals and specific grafity test, standard proctor compaction and California Bearing Ratio Test Laboratory on original soil and the soil is mixed with the powder as much as 1% KO

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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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8

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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9

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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10

S., Ghoshal, S. Dedalal S., and C. Lahiri S. "Studies on soil engineering properties and stabilization of Purulia soil by chemical treatment with sodium salts." Journal of Indian Chemical Society Vol. 83, Feb 2006 (2006): 176–84. https://doi.org/10.5281/zenodo.5816811.

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Department of Chemistry, Kalyani University, Kalyani-741 235, Nadia, West Bengal, India Emeritus Fellow, AICTE, Kalyani Engineering College, Kalyani-741 235, Nadia, West Bengal, India <em>E-mail </em>: sujitclahiri@yahoo.com Soil Mechanics Section, R.R.I., Government of West Bengal. P.O. HRRI via Mohanpur, Nadia, West Bengal, India <em>Manuscript received 11 July 2005, revised 27 October 2005, accepted 27 October 2005</em> A systematic investigation was made on the modification of soil known as stabilization for improvement of the properties of soils by controlled chemical treatment. The studi

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11

Maaitah, Omer Nawaf. "Soil Stabilization by Chemical Agent." Geotechnical and Geological Engineering 30, no. 6 (2012): 1345–56. http://dx.doi.org/10.1007/s10706-012-9549-7.

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12

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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13

Li, Yang, Jia Xi Tang, Tao Zhang, Mei Hua Lian, and Xi Zhuo Tian. "Study on Chemical Stabilization in Arsenic Contaminated Soil: A Review." Applied Mechanics and Materials 295-298 (February 2013): 1089–92. http://dx.doi.org/10.4028/www.scientific.net/amm.295-298.1089.

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This paper review the chemical stabilization in arsenic contaminated soil use the in situ chemical stabilization technology. Application of iron oxide, alkaline material and phosphorus are very effective agents to fix the arsenic-contaminated soil. In addition, the future study on remediation technology for arsenic-contaminated soils was prospected.

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14

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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15

Alzaidy, Mohammed N. J. "Stabilization of Soils Using Chemical Admixtures: A Review." Journal of University of Babylon for Engineering Sciences 27, no. 1 (2019): 51–62. http://dx.doi.org/10.29196/jubes.v27i1.1970.

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Searching for the best soil stabilizer to overcome problems occur by the soft soils are still being the main concern, not only to achieve the required soil engineering properties but also by considering the cost and the effect to the environment. This review paper presents the results of experimental researches on soil stabilization by using the most chemical admixtures, which involved cement, lime and fly ash, and their effectiveness in the engineering properties of soil. Based on the literature review, the results show that addition of these chemical additives lead to significant improvement

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16

Correia, António Alberto S., and Maria Graça Rasteiro. "Nanotechnology Applied to Chemical Soil Stabilization." Procedia Engineering 143 (2016): 1252–59. http://dx.doi.org/10.1016/j.proeng.2016.06.113.

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17

Sokolovich, V. E. "Chemical soil stabilization and the environment." Soil Mechanics and Foundation Engineering 24, no. 6 (1987): 233–36. http://dx.doi.org/10.1007/bf01707268.

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18

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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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

Wankhade, Ashutosh Purushottam, and Malviya Pratiksha. "Review Paper on Study on Properties of Black Cotton Soil using Stone Dust and Sisal Fiber." International Journal of Trend in Scientific Research and Development 3, no. 2 (2019): 1081–83. https://doi.org/10.31142/ijtsrd23537.

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Soil is basic and important element in Civil Engineering field. Stability of every structure depends on the type and characteristics of foundation which in turn depends on the type of soil. Many problems irrupt if expansive soil, Natural soil is to be used in foundation, because of its shrinkage and swelling properties. There are many methods to make natural soil stable for various constructions. Natural soil is comfortable for road work, compared to other types of soil. There are two ways to enhance the quality of sub grade soil "Replacement of soil" or "Soil stabilization&quot

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21

Bawaskar, Dhananjay B. "Stabilization of B.C. Soil by Using Chemicals and Fly Ash." International Journal for Research in Applied Science and Engineering Technology 9, no. VIII (2021): 570–85. http://dx.doi.org/10.22214/ijraset.2021.37423.

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Black cotton soils are very susceptible to detrimental volumetric changes with changes in moisture. This behaviour of soil is attributed to the presence of mineral montmorillonite which has an expanding lattice. Black cotton soils because of their specific physical and chemical make are subjected to volume changes. In many countries including India, these soils are so extensive that alteration of highway routes to avoid the material is virtually impossible. Various remedial measures like soil replacement, prewetting, moisture control, lime stabilization etc. have been practiced with varied deg

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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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23

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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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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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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Gandhak, Prof Prajyot. "Soil Stabilization by Using Fly Ash." International Journal for Research in Applied Science and Engineering Technology 13, no. 4 (2025): 4016–19. https://doi.org/10.22214/ijraset.2025.69125.

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Abstract: Soil is the basic foundation for any civil engineering structures. It is required to bear the loads without failure. In some places, soil may be weak which cannot resist the upcoming loads. In such cases, soil stabilization is needed. Numerous methods are available in the literature for soil stabilization, but sometimes, some of the methods like chemical stabilization; fly ash stabilization, lime stabilization, cement stabilization etc. adversely affects the chemical composition of the soil. In this study, fly ash mixes with black clay soil to investigate the relative strength gain i

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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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Khillar, Lijarani, Srikant Pattnaik, Pinkirani Pradhan, Swagat Rangan Pradhan, and Simantinee Samal. "Stabilization of Soil Using Fly Ash." International Journal for Research in Applied Science and Engineering Technology 10, no. 5 (2022): 990–93. http://dx.doi.org/10.22214/ijraset.2022.42335.

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Abstract: Soil is the basic foundation for any civil engineering structures. It is required to bear the loads without failure. In some places, soil may be weak which cannot resist the oncoming loads. In such cases, soil stabilization is needed .Numerous methods are available in the literature for soil stabilization, But sometimes, some of the methods like chemical stabilization; lime stabilization etc. adversely affects the chemical composition of the soil. In this study, fly ash mixes with clay soil to investigate the relative strength gain in terms of unconfined compression, bearing capacity

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Torii, K., M. Kawamura, and S. Hasaba. "Chemical Soil Stabilization with Industrial By-Products." Concrete Journal 24, no. 2 (1986): 8–17. http://dx.doi.org/10.3151/coj1975.24.2_8.

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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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M., A. Mahmoud, S. Rabah M., A. Mahmoud A., M. Amin N., and M. Radwan A. "Improvement of Sub-Base of Roads by Chemical Admixtures and Organic Materials." International Journal of Engineering and Advanced Technology (IJEAT) 9, no. 3 (2020): 1666–72. https://doi.org/10.35940/ijeat.C5474.029320.

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One of the aspects of increase of earlier damage and failure of traffic load, especially in clayey regions, is the deficiency of pavement subgrade. To prevent such damage, strengthening of the pavement by improving the subgrade layer is essential. Many investigators have carried out research on the subgrade layer, especially when containing clay particles, using several types of additives (stabilizers). Soil Stabilization is a method of improving the engineering properties of soil and therefore making it more stable. Generally, stabilization includes pre-consolidation, compaction and numerous

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Oktavia, Amelia, Idharmahadi Adha, and Setyanto Setyanto. "Analisis Ionic Soil Stabilizer (Iss 2500) Terhadap Nilai Durabilitas Tanah Lempung Plastisitas Rendah Pada Perkerasan Jalan." CIVED 8, no. 2 (2021): 94. http://dx.doi.org/10.24036/cived.v8i2.112885.

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Various methods of soil stabilizations in Indonesia are more increasingly used for soil quality improvement, one of the methods is using chemically additive materials with ISS 2500 (Ionic Soil Stabilizer). This chemical solution is able to cover soil particles through electro-chemical reactions, so that the water content is separated and cohesion among soil particles is strengthened. However, unstable weather and temperature changes (durability) in forms of rainfall and heat influence and cause soil defects especially in road construction. In this reseach, the tested soil was clay with low pla

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James, Jijo, and P. Kasinatha Pandian. "Select geotechnical properties of a lime stabilized expansive soil amended with bagasse ash and coconut shell powder." Selected Scientific Papers - Journal of Civil Engineering 13, s1 (2018): 45–60. http://dx.doi.org/10.1515/sspjce-2018-0005.

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Abstract Lime stabilization has been and still is one of the most preferred methods for stabilization of expansive soils. However, in the recent times, utilization of solid waste materials in soil stabilization has gained prominence as an effective means to manage wastes generated from various sources. In this work, an attempt has been made to utilize waste materials from two sources as auxiliary additives to lime in the stabilization of an expansive soil. Bagasse ash (BA), a waste by-product from the sugar industry and Coconut shell powder (CSP), a processed waste obtained from left over coco

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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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Nusrat, Jahan, Islam Tarikul, and Islam Shafiqul. "Effectiveness of Different Chemicals on Stabilization of Expansive Soil." Journal of Advances in Geotechnical Engineering 5, no. 3 (2022): 1–11. https://doi.org/10.5281/zenodo.7451446.

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Significant damage and distortions in the supporting structures are caused due to the volume fluctuation resulting from the moisture change of the expansive soil. To achieve the post-construction stability standards, sufficient performance improvement of expansive soil is necessary. Chemical soil stabilization is one of the preferred methods utilized across the world. The efficiency of several chemical stabilizers (e.g., lime, fly ash, BaCl2, CaCl2, and MgCl2) in enhancing the engineering properties of expansive soils are examined in this work considering the Atterberg limit test and the uncon

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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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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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Mi, Ruidong, Jiyuan Jin, Cunkuan Zhang, et al. "Alternating Direct Current Field Assistant Promoting Chemical Stabilization of Combined Heavy Metals Contaminated Soil." E3S Web of Conferences 573 (2024): 01008. http://dx.doi.org/10.1051/e3sconf/202457301008.

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To enhance the remediation efficiency and reduce the chemicals consumption, the combined heavy metals Lead (Pb), Copper (Cu) and Cadmium (Cd) contaminated soil were stabilized by chemical passivators with alternating direct current field (ADC) assistant. The results showed that ADC treatment activated initial heavy metal compounds in the soil. The leaching concentrations of Pb, Cu and Cd in soil under ADC condition increased by 19.61%, 38.77% and 49.10% in comparison with no electric field, respectively. The exchangeable fractions of Pb, Cu and Cd increased while the reducible, oxidizable and

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James, Jijo, S. V. Sivapriya, Sajid Ali, T. R. Madhu, and Basudev Singh. "WETTING AND DRYING RESISTANCE OF LIME-STABILIZED EXPANSIVE SOILS MODIFIED WITH NANO-ALUMINA." Elektronički časopis građevinskog fakulteta Osijek 12, no. 22 (2021): 70–80. http://dx.doi.org/10.13167/2021.22.6.

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Weak soil at construction sites necessitates ground improvement. Chemical stabilization is typically carried out using either lime or cement. The primary objective of this study was to assess the strength and durability of lime-stabilized soils modified with nano-alumina (NA). This study adopted the scientifically established initial consumption of lime (ICL) content for soil stabilization. In addition, nano-alumina was added in varying percentages as an auxiliary additive. It was observed that 0.5 % of nano-alumina was optimal with respect to the ICL for maximizing the soil stabilization. The

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Marinkovic, Nemanja, Milorad Jovanovski, Elefterija Zlatanovic, Zoran Bonic, and Nebojsa Davidovic. "CHEMICAL STABILIZATION OF SOIL USING LIME AS A CHEMICAL REAGENT." Scientific Journal of Civil Engineering 10, no. 1 (2021): 37–43. http://dx.doi.org/10.55302/sjce21101037m.

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James, Jijo, and P. Kasinatha Pandian. "Industrial Wastes as Auxiliary Additives to Cement/Lime Stabilization of Soils." Advances in Civil Engineering 2016 (2016): 1–17. http://dx.doi.org/10.1155/2016/1267391.

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Chemical stabilization involves the use of chemical agents for initiating reactions within the soil for modification of its geotechnical properties. Cement and lime stabilization have been the most common stabilization methods adopted for soil treatment. Cement stabilization results in good compressive strengths and is preferred for cohesionless to moderately cohesive soil but loses effectiveness when the soil is highly plastic. Lime stabilization is the most preferred method for plastic clays; however, it proves to be ineffective in sulphate rich clays and performs poorly under extreme condit

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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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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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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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Nabi, Mohasin, and Er Mohd Irshad Malik. "Investigating geotechnical properties of silty clay stabilized using wheat straw ash and lime." IOP Conference Series: Earth and Environmental Science 1327, no. 1 (2024): 012010. http://dx.doi.org/10.1088/1755-1315/1327/1/012010.

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Abstract The change of soil conditions by either physical or chemical methods to improve the soil’s capability for engineering is known as soil stabilization. The primary goals of soil stabilization are to strengthen the soil’s carrying capacity, its resistance to degradation, and its ability to absorb water. Any building project’s durability is dependent on the stability of the base soils. For this reason, soil stabilization processes must be used to ensure the soil’s strength so that it is capable of supporting the load of the superstructure, particularly within the case of soil that is high

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Ali, Al-Baidhani, and Al-Taie Abbas. "Review of Brick Waste in Expansive Soil Stabilization and Other Civil Engineering Applications." Journal of Geotechnical Studies (e-ISSN: 2581-9763) 4, no. 3 (2019): 14–23. https://doi.org/10.5281/zenodo.3459235.

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The expansive clay soils are spread in a large area all over the world. They are one of the predominated problematic soils which can change their volume and loss their shear strength when they exposed to water. Several methods have been used to mitigate the negative effects of expansive soil on civil engineering structures and constructions. Different materials have been applied in these stabilization methods (physical or chemical stabilization). Wastes from construction and demolition of the buildings are among these materials that used as soil stabilizer agents. This paper presents a critica

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Mastro, Francesco De, Andreina Traversa, Claudio Cocozza, Mauro Pallara, and Gennaro Brunetti. "Soil Organic Carbon Stabilization: Influence of Tillage on Mineralogical and Chemical Parameters." Soil Systems 4, no. 3 (2020): 58. http://dx.doi.org/10.3390/soilsystems4030058.

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The interaction of organic carbon (OC) with clay minerals and amorphous iron and aluminum oxides, especially in the finest soil fractions (<20 μm), represents a good method for its stabilization, and different tillage practices can improve or reduce the persistence of OC in soils. This study investigates the effects of conventional (CT) and no (NT) tillage and soil depth (0–30, 30–60, and 60–90 cm) on the soil organic carbon (SOC) in four soil size fractions and its interactions with clay minerals and amorphous oxides. To identify the mineralogical composition of the four soil size fraction

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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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Benrebouh, Imed, Abdellah Douadi, Ilyas Hafhouf, et al. "Experimental and statistical analysis of soil stabilization to avoid landfilling." Acta Polytechnica 65, no. 2 (2025): 143–54. https://doi.org/10.14311/ap.2025.65.0143.

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Clayey soil is a moisture-sensitive material whose properties pose geo-environmental challenges in the construction sector. Soil stabilization through lime treatment offers advantages using local unsuitable soils without landfilling. This study investigates lime treatment and stabilization of sensitive reddish clay soil from the Setif region, Algeria. Geotechnical, chemical, and physic-chemical characterizations of the clayey soil with different percentages of dry lime (i.e., 0% to 9% by weight with intervals of 3%) were conducted. The standard plasticity test shows that the lime treatment cau

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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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