Relevant bibliographies by topics / Lateritic soil Atterberg limits

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Academic literature on the topic 'Lateritic soil Atterberg limits'

Author: Grafiati
Published: 5 June 2025
Last updated: 2 August 2025

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Journal articles on the topic "Lateritic soil Atterberg limits"

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Obakin, Olufunmilola Adetayo, and Oluranti Mobolaji Oladunmoye. "Enhancing Cement Stabilization for Lateritic Soil in the Takie Area of Ogbomoso." Advances in Multidisciplinary & Scientific Research Journal Publication 8, no. 1 (2022): 82–91. http://dx.doi.org/10.22624/aims/v8n1p8.

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The study investigates "Optimizing Cement Stabilization for Lateritic Soil in the Takie Area of Ogbomoso" and presents a comprehensive analysis of geotechnical properties. The research encompassed particle size determination and Atterberg limits testing to classify the samples, primarily composed of lateritic soil. The results detailed the particle size distribution and indicated the soil’s composition, predominantly sand with gravel and unaccounted finer silt content. The Atterberg limits testing revealed variations in plastic and liquid limits across different cement percentages. Additionall
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Olufunmilola Adetayo, Obakin, and Oladunmoye Oluranti Mobolaji. "Enhancing Cement Stabilization for Lateritic Soil in the Takie Area of Ogbomoso." Advances in Multidisciplinary & Scientific Research Journal Publication 7, no. 2 (2021): 82–91. http://dx.doi.org/10.22624/aims/bhi/v872p6.

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The study investigates "Optimizing Cement Stabilization for Lateritic Soil in the Takie Area of Ogbomoso" and presents a comprehensive analysis of geotechnical properties. The research encompassed particle size determination and Atterberg limits testing to classify the samples, primarily composed of lateritic soil. The results detailed the particle size distribution and indicated the soil’s composition, predominantly sand with gravel and unaccounted finer silt content. The Atterberg limits testing revealed variations in plastic and liquid limits across different cement percentages. Additionall
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Obakin, Olufunmilola Adetayo, and Oluranti Mobolaji Oladunmoye. "Enhancing Cement Stabilization for Lateritic Soil in the Takie Area of Ogbomoso." Advances in Multidisciplinary and scientific Research Journal Publication 8, no. 4 (2022): 1–10. http://dx.doi.org/10.22624/aims/v8n4p1.

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The study investigates "Optimizing Cement Stabilization for Lateritic Soil in the Takie Area of Ogbomoso" and presents a comprehensive analysis of geotechnical properties. The research encompassed particle size determination and Atterberg limits testing to classify the samples, primarily composed of lateritic soil. The results detailed the particle size distribution and indicated the soil’s composition, predominantly sand with gravel and unaccounted finer silt content. The Atterberg limits testing revealed variations in plastic and liquid limits across different cement percentages. Additionall
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Almeida, Bárbara Drumond, Lisley Madeira Coelho, Antônio Carlos Rodrigues Guimarães, and Sergio Neves Monteiro. "Effect of Sand Addition on Laterite Soil Stabilization." Materials 17, no. 24 (2024): 6033. https://doi.org/10.3390/ma17246033.

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Lateritic soils, particularly abundant in tropical regions, have been successfully used in the construction of unbound layers of flexible pavements in Brazil since the 1970s. Despite their potential, these soils are often discarded or only recommended after stabilization processes, based on traditional parameters such as gradation requirements and Atterberg limits. This study investigates the mechanical characteristics of a lateritic soil from Roraima, focusing on its resilient modulus and permanent deformation properties, assessed through repeated load triaxial tests. Specifically, this resea
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Adunoye, G. O., A. A. Ojo, A. F. Alasia, and M. O. Olarewaju. "A study on the correlation potential of compaction characteristics and atterberg limits of selected lateritic soils." International Journal of Physical Research 8, no. 1 (2020): 22. http://dx.doi.org/10.14419/ijpr.v8i1.30689.

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The importance of soil compaction for civil engineering construction and application cannot be over-emphasised. To perform soil compaction, numerous number of samples are required, with considerable time and laborious laboratory activities. This has necessitated the need to find models for the prediction of compaction characteristics, using easily determined soil properties. This work therefore undertook a study of the correlation potential of compaction characteristics and Atterberg limits of soils, with a view to modelling compaction characteristics, using Atterberg limits. To achieve this a
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Etuke, J.O. Atikpo E. and Edogun B.O. "The Impact of Pulverized Cow Bone on the Atterberg Limits of Lateritic Soil from Uwheru Town, Delta State, Nigeria." NIPES Journal of Science and Technology Research 5, no. 2 (2023): 141–48. https://doi.org/10.5281/zenodo.8014273.

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<em>This study investigated the effect of pulverized cow bone (PCB) on the Atterberg limits of lateritic soil samples in Southern Nigeria. The liquid limit (LL), plastic limit (PL), and plasticity index (PI) of natural soil and soil mixed with different proportions of PCB were determined in the laboratory. The results showed that the liquid limit of the soil decreased with increasing PCB content, while the plastic limit increased, except for the sample mixed with 6% PCB, which had a lower plastic limit than the sample mixed with 4% PCB. The plasticity index of the soil also reduced with increa
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Babacar, LY, BA Makhaly, and Dione Adama. "Studies of the mechanical performance of SH85 and cement-stabilized lateritic aggregates soil." Journal of Scientific and Engineering Research 10, no. 6 (2023): 116–22. https://doi.org/10.5281/zenodo.10462880.

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<strong>Abstract </strong>The objective of this research is to improve the mechanical characteristics of lateritic soils with calcium silicate (CaSiO3) with the trade name SH-85 as a chemical additive and Portland cement. Laboratory tests have been conducted on natural lateritic gravels (particle size analysis, Atterberg limits, Modified Proctor test and CBR test), but also on SH-85 stabilized lateritic aggregates. Investigations conducted at the University of Oregon to evaluate the elemental composition of the SH85 stabilizer have confirmed the use of calcium Silicate (CaSiO3), which formula
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Omole, Adekunle Isaac, Oyekunle Pius Adegoke, Arafat Ayodeji Adeowu, Musa Odunayo Sabit, Yinka Benjamin Oluwadiya, and Ibrahim Ademola Fetuga. "Use of Paper Ash and Lime as a Sustainable Stabilized Materials for Lateritic Soil." Journal of Engineering and Exact Sciences 10, no. 4 (2024): 18782. http://dx.doi.org/10.18540/jcecvl10iss4pp18782.

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This research investigates the effectiveness of paper ash and lime for stabilizing lateritic soils in road construction applications. We assessed varying concentrations of paper ash and lime (0%, 3%, 6%, and 9%) to evaluate their effectiveness for soil stabilization. Initial analyses, including grain size distribution through wet sieving, specific gravity, moisture content, and Atterberg limits, were conducted to classify the soil. Following this, strength and compaction tests utilized standard proctor compactive energy, a method well-suited for field application. The findings indicated a gene
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Nwaedozie, U. E., K. J. Osinubi, A. O. Eberemu, and Paul Yohanna. "INFLUENCE OF BACILLUS PUMILUS ON THE PLASTICITY OF TREATED LATERITIC SOIL." Journal of Engineering Research [TJER] 21, no. 2 (2025): 105–13. https://doi.org/10.53540/tjer.vol21iss2pp105-113.

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The effect of Bacillus pumilus (B. pumilus) on the improvement potential of some selected geotechnical properties of lateritic soil was studied. Air-dried soils were cured in paced Bacillus pumilus suspensions between 0 and 2.4 × 109 cells/ml. Cured test samples adopted mix ratios of 50% B. pumilus / 50 % cementation reagent(50 % B – 50 % C) for sample A and 25% B. pumilus / 75 % cementation reagent(25% B – 75% C), for sample B, all conforming to the liquid limit of the soil. The geotechnical properties of the lateritic soil showed different levels of improvement with increasing B. pumilus sus
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A.C., Apata, R. N. Egbo, and Imoh U.U. "Comparative Study on the Stabilization of Three Southwestern Lateritic Soil for Road Work using Pulverized Cow Bone (PCB)." International Journal of Innovative Science and Research Technology 7, no. 2 (2022): 325–37. https://doi.org/10.5281/zenodo.6325302.

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- This paper investigates on the possibility of improving and comparing the engineering properties of three samples of lateritic soil from Ogun, Oyo and Osun with pulverized cow bone, a processed animal waste obtained from abattoirs, for road construction. The effect of PCB on the soil samples was assessed by adding 2-8% PCB at a 2% increment to the lateritic soil. The Atterberg limits(Liquid limit, Plastic limit, Plasticity Index) obtained were Ogun ( 57%, 21.16%, 35.84%), Oyo (51.4%, 25.19%, 26.21%) and Osun (29.4%, 14.68%, 14.72%). The high plasticity index of the Ogun state soil shows that
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Dissertations / Theses on the topic "Lateritic soil Atterberg limits"

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Shukla, Ambuj. "Effect of Gypsum on Atterberg Limits and Compaction Characteristics of Soil." Thesis, 2015. http://ethesis.nitrkl.ac.in/6718/1/Shukla_Btech_RP_2015.pdf.

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There are several places in the world particularly middle East Asia and Africa has problem of gypsum contaminated soil known as gypsiferous soil. Gypsiferous soils cover approximately 100 million hectors in the world. Gypsum not only dissolve in presence of water it also changes geotechnical properties of soil. In the current study effect of gypsum on Atterberg limits and compaction character tics of soil was studied. Different percentage of gypsum was added with a soil from Rourkela to simulate the conditions of Gypsiferous soil. Laboratory test were conducted to determine effect of gupsum co
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Book chapters on the topic "Lateritic soil Atterberg limits"

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Mir, Bashir Ahmed. "Atterberg Limits of a Fine-Grained Soil Sample." In Manual of Geotechnical Laboratory Soil Testing. CRC Press, 2021. http://dx.doi.org/10.1201/9781003200260-6.

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Baumgartl, Thomas. "Atterberg Limits." In Encyclopedia of Soil Science, Second Edition. CRC Press, 2005. http://dx.doi.org/10.1201/noe0849338304.ch30.

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"Atterberg Limits." In Encyclopedia of Soil Science, Third Edition. CRC Press, 2017. http://dx.doi.org/10.1081/e-ess3-120001729.

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"Atterberg limits (of soil)." In Dictionary Geotechnical Engineering/Wörterbuch GeoTechnik. Springer Berlin Heidelberg, 2014. http://dx.doi.org/10.1007/978-3-642-41714-6_13148.

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Keefer, Robert F. "Engineering Aspects of Soils." In Handbook of Soils for Landscape Architects. Oxford University Press, 1999. http://dx.doi.org/10.1093/oso/9780195121025.003.0020.

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Although most landscape architects use soils primarily for growing plants, sometimes they need to know how engineers look at soils. Engineers are not concerned about soil properties that relate to growing plants. Engineers consider soil as a support for building foundations, use in earthworks, a place for burying pipes that carry electricity, water, gas or oil, and as a tool for disposing of hazardous, municipal, industrial, and household wastes. Soil properties that engineers consider important are hydraulic conductivity (permeability), compressive strength, shear strength, and lateral pressu
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Lopes Laranjo M., Matos Fernandes M., and Almeida e Sousa J. "Some basic trends on the geotechnical characteristics of Lisbon Miocene clays." In Proceedings of the 15th European Conference on Soil Mechanics and Geotechnical Engineering. IOS Press, 2011. https://doi.org/10.3233/978-1-60750-801-4-351.

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This paper presents a collection of data obtained at different locations concerning Miocene clays, which form a significant part of Lisbon subsoil. The data includes both laboratory and in situ tests, namely: mineralogical characterization; determination of index properties; grain size distribution; natural water content and Atterberg limits; uniaxial compression tests; triaxial compression tests; SPT and cross-hole seismic tests. The characterization of a particular site concerning Miocene clays and including both laboratory and in situ tests is presented. The amount of information is very si
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Arthurs James M., Wilson Colin J.N., Prebble Warwick M., and St. George John D. "Sensitivity in volcaniclastic silts in North Island, New Zealand." In Proceedings of the 17th International Conference on Soil Mechanics and Geotechnical Engineering. IOS Press, 2009. https://doi.org/10.3233/978-1-60750-031-5-769.

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New Zealand soils of volcanic and volcaniclastic origin are often sensitive to remoulding, having a high ratio of peak to remoulded strength. This study has focused on silty, air-fall deposits related to the eruption of the Kidnappers ignimbrite. A field shear vane was used to measure shear strength at field exposures. Samples were taken to complete more detailed testing in a laboratory environment including Atterberg limits, drained and undrained triaxial strength, and ring shear testing. Samples were also collected for X-Ray diffraction and scanning electron microscopy to study the mineralog
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Baltodano-Goulding Rafael, Vidal-Rivera Paola, and Rivera-Vasquez Irene. "Soil-Solid Waste Theoretical Settlement Estimation for a Sanitary Landfill in Costa Rica." In From Fundamentals to Applications in Geotechnics. IOS Press, 2015. https://doi.org/10.3233/978-1-61499-603-3-927.

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A series of geotechnical and geoenvironmental engineering tests were performed on samples obtained from Los Mangos Sanitary Landfill in Alajuela, Costa Rica. Geotechnical testing included natural water contents, grain size distribution, Atterberg Limits, Specific Gravity, And USCS soil classification. The Environmental engineering testing included Total Solids, Moisture Content, Fixed Solids, Volatile Solids, pH, Chemical Oxygen Demand, Biochemical Oxygen Demand, and Heavy Metals (Cd, Pb, Cu, and Fe). The samples were classified according to their age: one year old sample (soil and waste), a t
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Khodaparast, Mahdi, and Amir Khoshgoftar. "Effect of Contamination on Geotechnical Characteristics of Soil." In Environmental Sciences. IntechOpen, 2024. http://dx.doi.org/10.5772/intechopen.1004215.

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Soil contamination by petroleum contaminants and their derivatives considers one of the most important environmental hazards all around the world. Nowadays, with development of oil industry, there is a high probability of oil spills into the soil. This phenomenon, in addition to the environmental damages, causes changes in the physical, chemical and mechanical properties of soil. The effects of pollutants on granular and fine-grained soils will differ. This effect is physical in granular soil and changes the soil texture and structure in cohesive fine-grained soil. This chapter reviews the res
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Agaiby Shehab S. and Mayne Paul W. "Relationship Between Undrained Shear Strength And Shear Wave Velocity For Clays." In Advances in Soil Mechanics and Geotechnical Engineering. IOS Press, 2015. https://doi.org/10.3233/978-1-61499-601-9-358.

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The interrelationship between undrained shear strength (su) and downhole shear wave velocity (VsVH) of normally consolidated (NC) and lightly overconsolidated (LOC: OCR &amp;lt; 2) to overconsolidated (OC) to highly overconsolidated (HOC: OCR &amp;gt; 10) clays is investigated in the presented study. The main objective of this research program is to develop a worldwide database of high quality in-situ geophysical and laboratory strength data from thirty seven well-documented geotechnical sites from locations in Australia, Brazil, Canada, China, Italy, Japan, South Korea, North Sea, Norway, Sin
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Conference papers on the topic "Lateritic soil Atterberg limits"

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Ozturk, Emre, Mehmet Turkezer, Emre Duman, et al. "Visualization of Atterberg Limits Test through a Virtual Soil Laboratory." In Geo-Congress 2022. American Society of Civil Engineers, 2022. http://dx.doi.org/10.1061/9780784484067.050.

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AL-Haleem, Zainab Abd, and Ressol R. Shakir. "Estimating water content and atterberg limits of soil in Nasiriyah City." In INTERNATIONAL RESEARCH CONFERENCE ON ENGINEERING AND APPLIED SCIENCES 2023: IRCEAS2023. AIP Publishing, 2025. https://doi.org/10.1063/5.0257349.

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Yuvaraj, Shantharam, S. Deepa, M. Mahesh, and M. Suganthi. "Augmenting the Atterberg limits of the soil by adding the green ashes." In PROCEEDINGS OF INTERNATIONAL CONFERENCE ON ADVANCEMENTS IN CONSTRUCTION MATERIALS (ICACM2023). AIP Publishing, 2024. http://dx.doi.org/10.1063/5.0224965.

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Navya Kiran, N. Sri, and M. Ramalakshmi. "Comparative study on atterberg limits of clayey soil and rice husk ash soil composite for sustainable construction." In INTERNATIONAL CONFERENCE ON SCIENCE, ENGINEERING, AND TECHNOLOGY 2022: Conference Proceedings. AIP Publishing, 2023. http://dx.doi.org/10.1063/5.0179816.

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Magaji, Abubakar, Mathias Yakubu, and Yakubu Mammam Wakawa. "Correlation of Electrical Resistivity of Soil with Geotechnical Parameters (Atterberg Limits) at Gombe, Northern Nigeria." In International Conference on Architecture and Civil Engineering. The International Institute of Knowledge Management - (TIIKM), 2020. http://dx.doi.org/10.17501/26731029.2020.1101.

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Kurtulus, C., F. Sertcelik, M. Canbay, and I. Sertcelik. "Estimation of Atterberg Limits and Bulk Mass Density of Derince Expansive Soil from P-Wave Velocity Measurements." In 5th Congress of Balkan Geophysical Society. European Association of Geoscientists & Engineers, 2009. http://dx.doi.org/10.3997/2214-4609-pdb.126.6533.

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RAKH, Avinash A. "Soil stabilization by using brick waste powder." In Civil and Environmental Engineering for Resilient, Smart and Sustainable Solutions. Materials Research Forum LLC, 2025. https://doi.org/10.21741/9781644903414-63.

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Abstract. Structures built on black cotton soil face significant deformation risks due to the soil's high shrink-swell potential. Predominantly found in India, black cotton soil poses serious challenges to construction because of its inherent instability. With rapid urbanization, enhancing the load-bearing capacity of such soils is critical to ensuring the durability of infrastructure, particularly in pavements. The Indian construction industry produces approximately 150 million tons of waste annually, creating significant disposal issues. Among this waste is brick powder, a by-product of cons
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GANIYU, A. A. "Influence of Omani Sarooj on plasticity and california bearing ratio of expansive soil." In Civil and Environmental Engineering for Resilient, Smart and Sustainable Solutions. Materials Research Forum LLC, 2025. https://doi.org/10.21741/9781644903414-50.

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Abstract. Expansive soils have extreme swelling and shrinking responses to changes in moisture content, hence, there is need for their stabilisation prior to construction usage. Sarooj is a traditional pozzolan produced locally in Oman which has been used as a cementing material for centuries. Sarooj is a sustainable material, sourced locally with lower production energy requirement, lower CO2 emission, and proven durability. This research investigates the impacts of Sarooj on the plasticity and California Bearing Ratio (CBR) of expansive soil obtained from Al Murtafa’a area, Muscat, Oman. The
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AHMED, Omer. "Characteristics of compressed stabilized earth blocks for construction in Sudan." In Civil and Environmental Engineering for Resilient, Smart and Sustainable Solutions. Materials Research Forum LLC, 2025. https://doi.org/10.21741/9781644903414-127.

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Abstract. As literature evidence proved that the compressed stabilized earth blocks (CSEB) units are an alternative environmentally friendly and low-cost building material, the objective of this case study is to examine the suitability of selected published guidelines to produce CSEB in Sudan. From two different locations in Omdurman city, two soil samples were collected: one was collected from Halaib zone and denoted by H, while the other was collected from the west bank of the river Nile and denoted by N, which was later modified by adding some sand and denoted by Nm. Several laboratory test
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OLUREMI, Johnson R. "Consistency and strength indices of geopolymerized crude oil-contaminated soil using alkaline activated blast furnace slag." In Advances in Cement and Concrete. Materials Research Forum LLC, 2025. https://doi.org/10.21741/9781644903537-18.

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Abstract. Crude oil contamination has been proven to adversely alter soil's geotechnical properties, which normally renders it unsuitable for use as road construction materials. Although researchers have extensively studied various ways of remediating and improving the properties of crude oil-contaminated soils (COCS), the differing results still make it a subject of interest. This study investigated the performance evaluation of the effects of ground granulated blast furnace slag (GGBFS) activated with a mixture of Sodium silicate and Sodium hydroxide on the strength of crude oil-contaminated
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