Relevant bibliographies by topics / Atterberg limit

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Academic literature on the topic 'Atterberg limit'

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

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Journal articles on the topic "Atterberg limit"

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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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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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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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Keramatikerman, Mahdi, Amin Chegenizadeh, and Hamid Nikraz. "ATTERBERG LIMIT OF KAOLINITE-LIME." International Journal of Engineering Applied Sciences and Technology 04, no. 11 (2020): 255–58. http://dx.doi.org/10.33564/ijeast.2020.v04i11.044.

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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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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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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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O’Kelly, Brendan C. "Review of Recent Developments and Understanding of Atterberg Limits Determinations." Geotechnics 1, no. 1 (2021): 59–75. http://dx.doi.org/10.3390/geotechnics1010004.

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Among the most commonly specified tests in the geotechnical engineering industry, the liquid limit and plastic limit tests are principally used for (i) deducing useful design parameter values from existing correlations with these consistency limits and (ii) for classifying fine-grained soils, typically employing the Casagrande-style plasticity chart. This updated state-of-the-art review paper gives a comprehensive presentation of salient latest research and understanding of soil consistency limits determinations/measurement, elaborating concisely on the many standardized and proposed experimen
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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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Baskan, O., G. Erpul, and O. Dengiz. "Comparing the efficiency of ordinary kriging and cokriging to estimate the Atterberg limits spatially using some soil physical properties." Clay Minerals 44, no. 2 (2009): 181–93. http://dx.doi.org/10.1180/claymin.2009.044.2.181.

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AbstractThe spatial distribution of the Atterberg limits can be used to distinguish the consistency and behaviour of a soil and its engineering properties, which strongly depends on the water content of the soil and types of silts and clays in the soil. By spatial modeling, and comparing the results of ordinary kriging with the cokriging approach, this study aims to find correlations between the Atterberg limits and the selected physical soil parameters in order to examine how effective they are in generating an understanding of the dynamics of a physical soil system.In 156 soil samples, the A
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Dissertations / Theses on the topic "Atterberg limit"

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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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DeVore, Joshua R. "Mudstone Consolidation in the Presence of Seismicity." The Ohio State University, 2016. http://rave.ohiolink.edu/etdc/view?acc_num=osu1461265220.

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Savigni, Lorenzo. "Compressibilita di terreni sabbioso limosi appartenenti alla coltre di alterazione di un substrato arenaceo." Bachelor's thesis, Alma Mater Studiorum - Università di Bologna, 2015. http://amslaurea.unibo.it/8263/.

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Tesina sperimentale di confronto tra i dati sperimentali ricavati da prova edometrica ,granulometria e limiti di Atterberg su campioni di sabbia di coltre d'alterazione e i valori tipici di terreni analoghi.
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Dinatale, Luigi. "Caratterizzazione geotecnica di depositi eterometrici di versante." Bachelor's thesis, Alma Mater Studiorum - Università di Bologna, 2016.

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Il lavoro di tesi comprende gli studi sui parametri geotecnici di base su sei campioni di terreno prelevati, tramite un carotaggio continuo, in un'area di versante caratterizzata da un fenomeno deformativo. Sui sei campioni sono state effettuate le caratterizzazioni geotecniche di base, come l'analisi granulometrica e la determinazione dei limiti di Atterberg. Sul campione risultato essere il più idoneo è stata effettuata anche una prova di taglio anulare per poter ricavare i valori di resistenza residua al taglio, proprietà fondamentale nello studio dei fenomeni deformativi.
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Allen, Whitney M. "The relationship between plasticity ratio and hydraulic conductivity for bentonite clay during exposure to synthetic landfill leachate." [Tampa, Fla.] : University of South Florida, 2005. http://purl.fcla.edu/fcla/etd/SFE0001393.

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Phan, Thi San Ha. "Propriétés physiques et caractéristiques géotechniques des terres noires du Sud-Est de la France." Phd thesis, Grenoble 1, 1993. http://tel.archives-ouvertes.fr/tel-00644886.

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Une formation marneuse, nommée "Terres Noires". se rencontre fréquemment dans presque tout le secteur sud-est de la France.La recherche a visé à approfondir la connaissance des caractéristiques géotechniques des Terres Noires saines ou altérées, de trois régions différentes. le Trièves. la fenêtre de Barcelonnette et le bassin de Draix. Les essais d'identification classiques, comme limites d'Atterberg, granulométrie ..... ,. mais aussi des techniques plus fines (microscope électronique à balayage) ont été mis en oeuvre. Il en résulte qu'à part une différenciation minéralogique, les Terres Noir
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Gorczyca, Nancy Elizabeth. "Effects of gasoline contamination on hydraulic conductivity and Atterberg Limits." 1988. http://catalog.hathitrust.org/api/volumes/oclc/18144139.html.

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Thesis (M.S.)--University of Wisconsin--Madison, 1988.<br>Typescript. One map on folded leaf in pocket. eContent provider-neutral record in process. Description based on print version record. Includes bibliographical references (leaves 81-84).
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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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Books on the topic "Atterberg limit"

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Pengaruh atterberg limit terhadap indeks pemampatan sebagai dasar untuk memprediksi settlement tanah lunak di daerah Banjarmasin: Laporan penelitian. Fakultas Teknik, Universitas Lambung Mangkurat, 2006.

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McKenzie, Neil, Keppel Coughlan, and Hamish Cresswell. Soil Physical Measurement and Interpretation for Land Evaluation. CSIRO Publishing, 2002. http://dx.doi.org/10.1071/9780643069879.

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Soil physical measurements are essential for solving many natural resource management problems. This operational laboratory and field handbook provides, for the first time, a standard set of methods that are cost-effective and well suited to land resource survey. It provides:&#x0D; &#x0D; &#x0D; practical guidelines on the soil physical measurements across a range of soils, climates and land uses;&#x0D; straightforward descriptions for each method (including common pitfalls) that can be applied by people with a rudimentary knowledge of soil physics, and&#x0D; guidelines on the interpretation o
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Book chapters on the topic "Atterberg limit"

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Kassa, Semachew Molla, Betelhem Zewdu Wubineh, Africa Mulumar Geremew, Tezera Firew Azmatch, and Nandyala Darga Kumar. "Prediction of Compaction Parameters Based on the Atterberg Limit by Using a Machine Learning Approach." In EAI/Springer Innovations in Communication and Computing. Springer Nature Switzerland, 2024. http://dx.doi.org/10.1007/978-3-031-64151-0_10.

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Shakoor, Abdul. "Atterberg Limits." In Selective Neck Dissection for Oral Cancer. Springer International Publishing, 2016. http://dx.doi.org/10.1007/978-3-319-12127-7_22-1.

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Shakoor, Abdul. "Atterberg Limits." In Encyclopedia of Earth Sciences Series. Springer International Publishing, 2018. http://dx.doi.org/10.1007/978-3-319-73568-9_22.

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McBride, R. A. "2.9 Atterberg Limits." In SSSA Book Series. Soil Science Society of America, 2018. http://dx.doi.org/10.2136/sssabookser5.4.c17.

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Leong, Eng-Choon, and Martin Wijaya. "Atterberg limits and shrinkage test." In Laboratory Tests for Unsaturated Soils. CRC Press, 2023. http://dx.doi.org/10.1201/b22304-5.

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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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Patra, Suvam, Satyam Sibam Sethy, Biswa Samrat Mohapatra, Guda Shridevi, and Janarul Shaikh. "Salt Effects on Atterberg Limits of Bentonite Clay." In Lecture Notes in Civil Engineering. Springer Nature Singapore, 2025. https://doi.org/10.1007/978-981-96-2038-8_15.

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Yellas, Chahra, Riad Benzaid, Hassiba Kherrouba, and Mustapha Tekkouk. "Experimental Study of the Factors of Variation of Atterberg Limits." In Selected Studies in Geotechnics, Geo-informatics and Remote Sensing. Springer Nature Switzerland, 2023. http://dx.doi.org/10.1007/978-3-031-43759-5_42.

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Srikanth, V., and Anil Kumar Mishra. "Atterberg Limits of Sand-Bentonite Mixes and the Influence of Sand Composition." In Lecture Notes in Civil Engineering. Springer Singapore, 2018. http://dx.doi.org/10.1007/978-981-13-0899-4_17.

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Nivedya, K. "Study on the Effect of pH on the Atterberg Limits of Kaolinitic and Montmorillonitic Clay." In Lecture Notes in Civil Engineering. Springer Singapore, 2018. http://dx.doi.org/10.1007/978-981-13-0899-4_31.

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Conference papers on the topic "Atterberg limit"

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Yazarloo, Rasool, Javad Gholizadeh, Abdolghader Amanzadeh, and Seyed Aghil Mortazavi. "The Effect of Nanokaolinite on the Compressibility and Atterberg Limit of the Silty Loess Soil in Golestan Province." In The 3rd World Congress on New Technologies. Avestia Publishing, 2017. http://dx.doi.org/10.11159/icnfa17.105.

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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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Khalid, Norazlan, Mazidah Mukri, and Norbaya Sidek. "Predicting the Compaction Characteristics for Malaysian Sedimentary Residual Soil Mixed Bentonite as Compacted Soil Liner by Regression Model." In International Conference on Nanoscience and Nanotechnology 2022. Trans Tech Publications Ltd, 2023. http://dx.doi.org/10.4028/p-9pl11c.

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This paper presents the regression model for predicting the maximum dry density (MDD) and optimum moisture content (OMC) for sedimentary residual soil mixed with bentonite. The empirical models were developed in accordance with the statistical validity steps and conditions. The laboratories were conducted to determine the physical properties of mixed samples with bentonite such as Atterberg limit and particle size distribution. Meanwhile the compaction testing was performed on the mixed soil samples with bentonite to determine the MDD and OMC values at different compaction energies. The data o
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Fitton, Timothy, and Keith Seddon. "Relating Atterberg limits to rheology." In 15th International Seminar on Paste and Thickened Tailings. Australian Centre for Geomechanics, Perth, 2012. http://dx.doi.org/10.36487/acg_rep/1263_23_fitton.

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Zeppilli, Danilo, Emma Dennis, Zachary Westgate, et al. "Atterberg Limits of Two Crushed and Natural Glauconite Soils." In Geo-Congress 2024. American Society of Civil Engineers, 2024. http://dx.doi.org/10.1061/9780784485309.019.

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Karakan, Eyyüb, and Alper Sezer. "Salinity's effect on the Atterberg limits of bentonite clay." In 4th International Civil Engineering & Architecture Conference. Golden Light Publishing, 2025. https://doi.org/10.31462/icearc2025_ce_geo_092.

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Vardanega, Paul J., and Stuart K. Haigh. "Some Recent Developments in the Determination of the Atterberg Limits." In Geo-Hubei 2014 International Conference on Sustainable Civil Infrastructure. American Society of Civil Engineers, 2014. http://dx.doi.org/10.1061/9780784478509.007.

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Schultz, John Montgomery, and Siamak Jafroudi. "Correlation of Expansion Index and Atterberg Limits for Expansive Soils." In Geo-Congress 2023. American Society of Civil Engineers, 2023. http://dx.doi.org/10.1061/9780784484708.066.

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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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Ghimire, Uddav, Tejo V. Bheemasetti, Patrick Kozak, and Lisa Kunza. "Geochemical Properties and Atterberg Limits of Low Saline Sand-Clay Mixtures." In Geo-Congress 2023. American Society of Civil Engineers, 2023. http://dx.doi.org/10.1061/9780784484678.041.

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