Relevant bibliographies by topics / Atterberg Limits (Liquid

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  1. Journal articles
  2. Dissertations / Theses
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  4. Conference papers

Academic literature on the topic 'Atterberg Limits (Liquid'

Author: Grafiati
Published: 3 June 2025
Last updated: 31 July 2025

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Journal articles on the topic "Atterberg Limits (Liquid"

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Fener, Mustafa, Sair Kahraman, Yakup Bay, and Osman Gunaydin. "Correlations between P-wave velocity and Atterberg limits of cohesive soils." Canadian Geotechnical Journal 42, no. 2 (2005): 673–77. http://dx.doi.org/10.1139/t04-102.

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Undisturbed and disturbed samples of cohesive soils were collected from eight different locations to investigate the possibility of estimating the Atterberg limits of cohesive soils from P-wave velocity measurements. Each soil type was classified according to the Unified Soil Classification System, and then Atterberg limits of soils were determined and P-wave velocity measurements carried out on the undisturbed samples of each soil type. P-wave velocity values were correlated with the corresponding values of Atterberg limits. It was found that liquid limit, plastic limit, and plasticity index
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Xu, Yiqing, Xianwei Zhang, Gang Wang, Xinyu Liu, and Aiwu Yang. "Role of Diatom Microstructure in Determining the Atterberg Limits of Fine-Grained Diatomaceous Soil." Applied Sciences 13, no. 4 (2023): 2287. http://dx.doi.org/10.3390/app13042287.

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The presence of diatoms in diatomaceous soil gives it geotechnical properties that are unusual compared with common clays. The most typical physical property of diatomaceous soil is its abnormally high Atterberg limits compared to fine-grained soil without diatoms. For diatomaceous soil, the Atterberg limits are associated with many factors, such as diatom content, diatom crushing degree, etc. In the study reported here, it was ascertained that more diatoms lead to higher plastic and liquid limits. Once the diatoms are crushed, the plastic and liquid limits decrease. The pore fluid salt concen
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Nguyen, Hoang Han, and David McMahon. "Can the shrink-swell index be predicted in the Wagga Wagga region based on Atterberg limits?" Australian Geomechanics Journal 59, no. 1 (2024): 107–17. http://dx.doi.org/10.56295/agj5916.

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Relationships between the shrink-swell index and other clay tests, such as Atterberg limits have been investigated by others however, there is not any available information for the Wagga Wagga region in NSW Australia. This study’s objective is to establish some relationships between the shrink-swell index and Atterberg limits of the soils in the Wagga Wagga region. A total of 27 samples at different locations and depths was tested for shrink-swell index, linear shrinkage, liquid limit, plastic limit, plasticity index and soil particle size distribution, using Australian Standard test methods.
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Tong, Ling, Wei Sheng Chen, Xi Lai Zheng, and Mei Li. "Effect of Oil Contamination on Atterberg Limits of Soil." Advanced Materials Research 374-377 (October 2011): 336–38. http://dx.doi.org/10.4028/www.scientific.net/amr.374-377.336.

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Atterberg limit tests were preformed on diesel oil contaminated soil and crude oil contaminated soil. The results show that Atterberg limits reduced with increasing of diesel oil content. When crude oil content changed from 0 to 8%, it has little effect on Atterberg limits. However, it rose from 8% to 16%, plastic limit slightly decreased, but liquid limit increased remarkably. A "pseudo-viscosity" caused by crude oil is the key factor for this phenomenon.
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JONG, E. DE, D. F. ACTON, and H. B. STONEHOUSE. "ESTIMATING THE ATTERBERG LIMITS OF SOUTHERN SASKATCHEWAN SOILS FROM TEXTURE AND CARBON CONTENTS." Canadian Journal of Soil Science 70, no. 4 (1990): 543–54. http://dx.doi.org/10.4141/cjss90-057.

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The soil water contents at the liquid and plastic limits (the Atterberg limits) are widely used in the classification of soils for engineering purposes. Approximately 500 soil samples (129 Ap horizons and 417 B and C horizons) collected over several years as part of the ongoing soil survey program in Saskatchewan were analyzed for texture and Atterberg limits. On about half of the samples water retention (−33 kPa and −1500 kPa matric potential and air dryness), and organic and inorganic C were also determined. The relationship between the Atterberg limits and soil properties was explored throu
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Sherzoy, Mohammad Murtaza. "Atterberg Limits Prediction Comparing SVM with ANFIS Model." Journal of Geoscience, Engineering, Environment, and Technology 2, no. 1 (2017): 20. http://dx.doi.org/10.24273/jgeet.2017.2.1.16.

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Support Vector Machine (SVM) and Adaptive Neuro-Fuzzy inference Systems (ANFIS) both analytical methods are used to predict the values of Atterberg limits, such as the liquid limit, plastic limit and plasticity index. The main objective of this study is to make a comparison between both forecasts (SVM & ANFIS) methods. All data of 54 soil samples are used and taken from the area of Peninsular Malaysian and tested for different parameters containing liquid limit, plastic limit, plasticity index and grain size distribution and were. The input parameter used in for this case are the fraction
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Deng, Yusong, Chongfa Cai, Dong Xia, Shuwen Ding, Jiazhou Chen, and Tianwei Wang. "Soil Atterberg limits of different weathering profiles of the collapsing gullies in the hilly granitic region of southern China." Solid Earth 8, no. 2 (2017): 499–513. http://dx.doi.org/10.5194/se-8-499-2017.

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Abstract. Collapsing gullies are one of the most serious soil erosion problems in the tropical and subtropical areas of southern China. However, few studies have been performed on the relationship of soil Atterberg limits with soil profiles of the collapsing gullies. Soil Atterberg limits, which include plastic limit and liquid limit, have been proposed as indicators for soil vulnerability to degradation. Here, the soil Atterberg limits within different weathering profiles and their relationships with soil physicochemical properties were investigated by characterizing four collapsing gullies i
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8

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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Storey, John M. E., and J. Jeffrey Peirce. "Influence of changes in methanol concentration on clay particle interactions." Canadian Geotechnical Journal 26, no. 1 (1989): 57–63. http://dx.doi.org/10.1139/t89-006.

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The interactions of clay particles with alcohol–water mixtures are investigated with hydraulic conductivity measurements, the electrophoretic mobilities of the suspended particles are measured, particle settling tests are carried out, and Atterberg limits are determined. Organic liquids frequently interact with clay particles in the clay liners of surface impoundments. Such fluids can cause changes in hydraulic conductivity of the liner material. This study looks at the effects of dilution of a liquid hydrocarbon with water on the properties of a clay soil. Tests with 20, 40, 60, 80, and 100%
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Rosas, David Antonio, Daniel Burgos, John Willian Branch Bedoya, and Alberto Corbi. "Automatic determination of the Atterberg limits with machine learning•." DYNA 89, no. 224 (2022): 34–42. http://dx.doi.org/10.15446/dyna.v89n224.102619.

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In this study, we determine the liquid limit (𝑊𝑙), plasticity index (PI), and plastic limit (𝑊𝑝) of several natural fine-grained soil samples with the help of machine-learning and statistical methods. This enables us to locate each soil type analysed in the Casagrande plasticity chart with a single measure in pressure-membrane extractors. These machine-learning models showed adjustments in the determination of the liquid limit for design purposes when compared with standardised methods. Similar adjustments were achieved in the determination of the plasticity index, whereas the plastic limit de
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Dissertations / Theses on the topic "Atterberg Limits (Liquid"

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Barnes, Graham Edward. "The plastic limit and workability of soils." Thesis, University of Manchester, 2013. https://www.research.manchester.ac.uk/portal/en/theses/the-plastic-limit-and-workability-of-soils(28a2491e-6178-4993-aa10-4b68cf892570).html.

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Previous thread rolling methods for the plastic limit are shown to be inadequate and inaccurate. Alternative methods for the plastic limit are shown to be imprecise and unreliable. The strength-based concept and use of the fall-cone test to determine the plastic limit are shown to be flawed. An apparatus that replicates Atterberg’s rolling technique, devised and developed by the author, is described, referred to as the Barnes Apparatus. A thread of soil is rolled between two plates configured to permit extrusion and reduction of diameter with much less operator interference than with the stand
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Book chapters on the topic "Atterberg Limits (Liquid"

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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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"Atterberg liquid limit." In Dictionary Geotechnical Engineering/Wörterbuch GeoTechnik. Springer Berlin Heidelberg, 2014. http://dx.doi.org/10.1007/978-3-642-41714-6_13149.

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3

Nseka, Denis, Vincent Kakembio, Frank Mugagga, et al. "Implications of Soil Properties on Landslide Occurrence in Kigezi Highlands of South Western Uganda." In Landslides. IntechOpen, 2022. http://dx.doi.org/10.5772/intechopen.99865.

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Generally, soil characteristics have a significant influence on landslide occurrence. This issue has, however, not yet been adequately analysed in Kigezi highlands of South Western Uganda. In this study, soil properties such as dispersion, grain size distribution, Atterberg limits, shear strength and clay mineralogy were analysed to establish their contribution to the spatial distribution of landslides in Kigezi highlands. The results demonstrate that deep soil profiles ranging between 2.5 and 7 meters were dominated by clay-pans at a depth between 0.75 and 3 meters. Although the uppermost sur
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"Liquid Limit (Upper Plastic Limit, Atterberg Limit)." In Encyclopedia of Agrophysics. Springer Netherlands, 2011. http://dx.doi.org/10.1007/978-90-481-3585-1_715.

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Rajshekhar Gopal Rathod, Dr, Aishwarya P. Gayakawad, and Sagar Sonawane. "BLACK COTTON SOIL STABILIZATION BY USING BIO-ENZYME AND MARBLE DUST POWDER FOR PAVEMENT SUB-GRADE." In Futuristic Trends in Construction Materials & Civil Engineering Volume 3 Book 4. Iterative International Publishers, Selfypage Developers Pvt Ltd, 2024. http://dx.doi.org/10.58532/v3bice4p4ch5.

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Black Cotton Soils (BCS) pose challenges due to their susceptibility to vertical ground movements, particularly affecting Geotechnical Structures and Pavement. These issues are exacerbated in areas with poor subgrade soil, where pavement construction becomes prohibitively expensive. To address this, there's a growing shift towards exploring non-traditional, sustainable, and cost-effective alternatives. Despite this need, research on the reaction mechanisms of non-traditional soil stabilization methods is limited. In this context, the study explores the use of Marble Dust (MD) as a soil stabili
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Ribeiro Fabiana Lara, Marques Eduardo, Azevedo Roberto, et al. "Caracterização Mineralógica e Geotécnica de Itabiritos das Minas da Samarco Mineração S.A., Minas Gerais, Brasil." In From Fundamentals to Applications in Geotechnics. IOS Press, 2015. https://doi.org/10.3233/978-1-61499-603-3-3225.

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Uma situação frequentemente observada na mineração são áreas sem cobertura vegetal e com elevadas declividades, que favorecem o desenvolvimento de processos erosivos. Como consequência desse processo complexo, tem-se a desagregação, o transporte e sedimentação de partículas sólidas nas drenagens fluviais mais próximas, assoreando-as. Outro efeito da ocorrência de processos erosivos é possibilidade de ocorrência d
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Conference papers on the topic "Atterberg Limits (Liquid"

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Divyangani, U., and C. Hettiarachchi. "Utilization of varied grades of coir fibers to enhance the subgrade strength of rural roads constructed on soft soils." In Transport Research Forum 2025. Transportation Engineering Group, Department of Civil Engineering, University of Moratuwa, 2025. https://doi.org/10.31705/trf.2025.12.

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With the continuous development of the urban areas in Sri Lanka, the shortage of land for the construction of pavements has become as a major issue. In such instances, Engineers are supposed to resort to constructing pavements in areas with soils that are known to be problematic. These problematic soils are most commonly known to be clays and silts due to their high swelling and shrinkage characteristics along with poor load-bearing behavior. The current method of "excavation and replacement" for altering the subgrade, is unquestionably expensive and time-consuming. Therefore, alternatives sho
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