{"status":"ok","message-type":"work","message-version":"1.0.0","message":{"indexed":{"date-parts":[[2026,7,11]],"date-time":"2026-07-11T04:02:16Z","timestamp":1783742536459,"version":"3.55.0"},"reference-count":32,"publisher":"MDPI AG","issue":"4","license":[{"start":{"date-parts":[[2024,4,16]],"date-time":"2024-04-16T00:00:00Z","timestamp":1713225600000},"content-version":"vor","delay-in-days":0,"URL":"https:\/\/creativecommons.org\/licenses\/by\/4.0\/"}],"funder":[{"name":"the German Research Foundation DFG","award":["BU 2993\/2-2"],"award-info":[{"award-number":["BU 2993\/2-2"]}]},{"name":"the German Research Foundation DFG","award":["TA 2076\/1-1"],"award-info":[{"award-number":["TA 2076\/1-1"]}]},{"name":"S\u00e4chsisches Landesstipendiumg","award":["BU 2993\/2-2"],"award-info":[{"award-number":["BU 2993\/2-2"]}]},{"name":"S\u00e4chsisches Landesstipendiumg","award":["TA 2076\/1-1"],"award-info":[{"award-number":["TA 2076\/1-1"]}]},{"name":"the Publication Fund of the TU Bergakademie Freiberg","award":["BU 2993\/2-2"],"award-info":[{"award-number":["BU 2993\/2-2"]}]},{"name":"the Publication Fund of the TU Bergakademie Freiberg","award":["TA 2076\/1-1"],"award-info":[{"award-number":["TA 2076\/1-1"]}]}],"content-domain":{"domain":[],"crossmark-restriction":false},"short-container-title":["Data"],"abstract":"<jats:p>Clayey soils exhibit significant volumetric changes in response to variations in water content. The swelling pressure of clayey soils is a critical parameter for evaluating the stability and performance of structures built on them, facilitating the development of appropriate design methodologies and mitigation strategies to ensure their long-term integrity and safety. We present a dataset comprising maximum swelling pressure values from 759 compacted soil samples, compiled from 16 articles published between 1994 and 2022. The dataset is classified into two main groups: 463 samples of natural clays and 296 samples of bentonite and bentonite mixtures, providing data on various types of soils and their properties. Different swelling test methods, including zero swelling, swell consolidation, restrained swell, double oedometer, free swelling, constant volume oedometer, UPC isochoric cell, isochoric oedometer and consolidometer, were employed to measure the maximum swelling pressure. The comprehensive nature of the dataset enhances its applicability for geotechnical projects. The dataset is a valuable resource for understanding the complex interactions between soil properties and swelling behavior, contributing to advancements in soil mechanics and geotechnical engineering.<\/jats:p>","DOI":"10.3390\/data9040057","type":"journal-article","created":{"date-parts":[[2024,4,16]],"date-time":"2024-04-16T11:16:01Z","timestamp":1713266161000},"page":"57","update-policy":"https:\/\/doi.org\/10.3390\/mdpi_crossmark_policy","source":"Crossref","is-referenced-by-count":7,"title":["Experimental Data on Maximum Swelling Pressure of Clayey Soils and Related Soil Properties"],"prefix":"10.3390","volume":"9","author":[{"ORCID":"https:\/\/orcid.org\/0000-0002-0290-8106","authenticated-orcid":false,"given":"Reza","family":"Taherdangkoo","sequence":"first","affiliation":[{"name":"Institute of Geotechnics, TU Bergakademie Freiberg, Gustav-Zeuner-Str. 1, 09599 Freiberg, Germany"},{"name":"Freiberg Center for Water Research (ZeWaF), TU Bergakademie Freiberg, Akademiestr. 6, 09599 Freiberg, Germany"}],"role":[{"vocabulary":"crossref","role":"author"}]},{"ORCID":"https:\/\/orcid.org\/0000-0002-9090-0031","authenticated-orcid":false,"given":"Muntasir","family":"Shehab","sequence":"additional","affiliation":[{"name":"Institute of Geotechnics, TU Bergakademie Freiberg, Gustav-Zeuner-Str. 1, 09599 Freiberg, Germany"}],"role":[{"vocabulary":"crossref","role":"author"}]},{"ORCID":"https:\/\/orcid.org\/0000-0001-8459-4616","authenticated-orcid":false,"given":"Thomas","family":"Nagel","sequence":"additional","affiliation":[{"name":"Institute of Geotechnics, TU Bergakademie Freiberg, Gustav-Zeuner-Str. 1, 09599 Freiberg, Germany"},{"name":"Freiberg Center for Water Research (ZeWaF), TU Bergakademie Freiberg, Akademiestr. 6, 09599 Freiberg, Germany"}],"role":[{"vocabulary":"crossref","role":"author"}]},{"ORCID":"https:\/\/orcid.org\/0000-0002-4951-8850","authenticated-orcid":false,"given":"Faramarz","family":"Doulati Ardejani","sequence":"additional","affiliation":[{"name":"School of Mining, College of Engineering, University of Tehran, Tehran 1439957131, Iran"}],"role":[{"vocabulary":"crossref","role":"author"}]},{"ORCID":"https:\/\/orcid.org\/0000-0002-5443-2349","authenticated-orcid":false,"given":"Christoph","family":"Butscher","sequence":"additional","affiliation":[{"name":"Institute of Geotechnics, TU Bergakademie Freiberg, Gustav-Zeuner-Str. 1, 09599 Freiberg, Germany"},{"name":"Freiberg Center for Water Research (ZeWaF), TU Bergakademie Freiberg, Akademiestr. 6, 09599 Freiberg, Germany"}],"role":[{"vocabulary":"crossref","role":"author"}]}],"member":"1968","published-online":{"date-parts":[[2024,4,16]]},"reference":[{"key":"ref_1","doi-asserted-by":"crossref","first-page":"105693","DOI":"10.1016\/j.compgeo.2023.105693","article-title":"An efficient neural network model to determine maximum swelling pressure of clayey soils","volume":"162","author":"Taherdangkoo","year":"2023","journal-title":"Comput. Geotech."},{"key":"ref_2","doi-asserted-by":"crossref","first-page":"105319","DOI":"10.1016\/j.compgeo.2023.105319","article-title":"The use of feed-forward and cascade-forward neural networks to determine swelling potential of clayey soils","volume":"157","author":"Narmandakh","year":"2023","journal-title":"Comput. Geotech."},{"key":"ref_3","doi-asserted-by":"crossref","first-page":"5513","DOI":"10.1007\/s00603-023-03343-x","article-title":"A Hydro-mechanical Approach to Model Swelling Tests of Clay-Sulfate Rocks","volume":"56","author":"Taherdangkoo","year":"2023","journal-title":"Rock Mech. Rock Eng."},{"key":"ref_4","doi-asserted-by":"crossref","first-page":"355","DOI":"10.1016\/0169-1317(94)00032-L","article-title":"Laboratory assessment of swelling pressure of expansive soils","volume":"9","author":"Basma","year":"1995","journal-title":"Appl. Clay Sci."},{"key":"ref_5","doi-asserted-by":"crossref","first-page":"11","DOI":"10.1139\/t96-021","article-title":"Prediction for swelling characteristics of compacted bentonite","volume":"33","author":"Komine","year":"1996","journal-title":"Can. Geotech. J."},{"key":"ref_6","unstructured":"Erg\u00fcler, Z. (2001). Ankara Kilinin \u015ei\u015fme Davran\u0131\u015f\u0131n\u0131n ve \u00f6rselenmenin \u015ei\u015fmeye Etkisinin Incelenmesi, \u015ei\u015fme Potansiyelinin G\u00f6rg\u00fcl Yakla\u015f\u0131mlarla Belirlenmesi. [Y\u00fcksek M\u00fchendislik Tezi, Jeoloji M\u00fchendisli\u011fi B\u00f6l\u00fcm\u00fc, Hacettepe \u00dcniversitesi]."},{"key":"ref_7","unstructured":"ASTM (1994). Annual Book of ASTM Standards\u2014Soil and Rock, Building Stones, Section 4, Construction V. 04.08, ASTM."},{"key":"ref_8","doi-asserted-by":"crossref","first-page":"91","DOI":"10.1007\/s10064-002-0176-z","article-title":"A laboratory-scale experimental investigation on the performance of lime columns in expansive Ankara (Turkey) clay","volume":"62","author":"Tonoz","year":"2003","journal-title":"Bull. Eng. Geol. Environ."},{"key":"ref_9","doi-asserted-by":"crossref","first-page":"217","DOI":"10.1144\/1470-9236\/03-052","article-title":"Prediction of swelling characteristics of remoulded and compacted expansive soils using free swell index","volume":"37","author":"Rao","year":"2004","journal-title":"Q. J. Eng. Geol. Hydrogeol."},{"key":"ref_10","first-page":"221","article-title":"The heaving of buildings and the associated economic consequences, with particular reference to the Orange Free State goldfields","volume":"1962","author":"Jennings","year":"1962","journal-title":"Civ. Eng. Siviele Ingenieurswese"},{"key":"ref_11","doi-asserted-by":"crossref","first-page":"38","DOI":"10.1016\/j.clay.2007.04.007","article-title":"Influence of dry density and water content on the swelling of a compacted bentonite","volume":"39","author":"Villar","year":"2008","journal-title":"Appl. Clay Sci."},{"key":"ref_12","doi-asserted-by":"crossref","first-page":"177","DOI":"10.1139\/T08-120","article-title":"Swelling characteristics of bentonites in artificial seawater","volume":"46","author":"Komine","year":"2009","journal-title":"Can. Geotech. J."},{"key":"ref_13","doi-asserted-by":"crossref","first-page":"W00C12","DOI":"10.1029\/2007WR006495","article-title":"Swelling pressure of a divalent-rich bentonite: Diffuse double-layer theory revisited","volume":"45","author":"Schanz","year":"2009","journal-title":"Water Resour. Res."},{"key":"ref_14","doi-asserted-by":"crossref","first-page":"324","DOI":"10.1016\/j.clay.2010.01.002","article-title":"Swelling pressures and one-dimensional compressibility behaviour of bentonite at large pressures","volume":"48","author":"Baille","year":"2010","journal-title":"Appl. Clay Sci."},{"key":"ref_15","doi-asserted-by":"crossref","first-page":"1535","DOI":"10.1007\/s13369-012-0268-4","article-title":"Prediction of swelling potential and pressure in compacted clay","volume":"37","author":"Keskin","year":"2012","journal-title":"Arab. J. Sci. Eng."},{"key":"ref_16","unstructured":"ASTM (1993). Standard Test Method for One-Dimensional Swell or Settlement Potential of Cohesive Soils, ASTM."},{"key":"ref_17","doi-asserted-by":"crossref","first-page":"65","DOI":"10.1016\/j.enggeo.2012.05.004","article-title":"Swelling characteristics of compacted GMZ bentonite\u2013sand mixtures as a buffer\/backfill material in China","volume":"141","author":"Cui","year":"2012","journal-title":"Eng. Geol."},{"key":"ref_18","doi-asserted-by":"crossref","first-page":"748","DOI":"10.1016\/j.sandf.2014.06.026","article-title":"Swelling pressure characteristics of compacted Chinese Gaomiaozi bentonite GMZ01","volume":"54","author":"Schanz","year":"2014","journal-title":"Soils Found."},{"key":"ref_19","doi-asserted-by":"crossref","first-page":"107","DOI":"10.1007\/s12517-019-4271-x","article-title":"Expansive potentiality of sabkha soils of Rabigh Lagoon, Saudi Arabia: A case study","volume":"12","author":"Hakami","year":"2019","journal-title":"Arab. J. Geosci."},{"key":"ref_20","unstructured":"ASTM (1986). One dimensional swell or settlement potential of cohesive soils. ASTM Stand., 4, 992\u20131001."},{"key":"ref_21","doi-asserted-by":"crossref","first-page":"641","DOI":"10.1061\/TACEAT.0007325","article-title":"Engineering properties of expansive clays","volume":"121","author":"Holtz","year":"1956","journal-title":"Trans. Am. Soc. Civ. Eng."},{"key":"ref_22","doi-asserted-by":"crossref","first-page":"981","DOI":"10.1016\/j.ijheatmasstransfer.2019.07.015","article-title":"Thermo-hydro-mechanical properties of bentonite-sand-graphite-polypropylene fiber mixtures as buffer materials for a high-level radioactive waste repository","volume":"141","author":"Liu","year":"2019","journal-title":"Int. J. Heat Mass Transf."},{"key":"ref_23","doi-asserted-by":"crossref","first-page":"04020184","DOI":"10.1061\/(ASCE)GM.1943-5622.0001817","article-title":"Experimental investigation and modeling of the hydraulic conductivity of saturated bentonite\u2013claystone mixture","volume":"20","author":"Zeng","year":"2020","journal-title":"Int. J. Geomech."},{"key":"ref_24","doi-asserted-by":"crossref","first-page":"8597","DOI":"10.1007\/s10064-021-02459-0","article-title":"Influence of water content and dry density on pore size distribution and swelling pressure of two Indian bentonites","volume":"80","author":"Bag","year":"2021","journal-title":"Bull. Eng. Geol. Environ."},{"key":"ref_25","doi-asserted-by":"crossref","first-page":"106452","DOI":"10.1016\/j.enggeo.2021.106452","article-title":"An experimental investigation on the swelling behavior of compacted B75 bentonite","volume":"296","author":"Sun","year":"2022","journal-title":"Eng. Geol."},{"key":"ref_26","doi-asserted-by":"crossref","first-page":"7489","DOI":"10.1007\/s00603-022-03039-8","article-title":"Coupled Hydro-Mechanical Modeling of Swelling Processes in Clay\u2013Sulfate Rocks","volume":"55","author":"Taherdangkoo","year":"2022","journal-title":"Rock Mech. Rock Eng."},{"key":"ref_27","doi-asserted-by":"crossref","first-page":"6543","DOI":"10.1029\/2018WR023579","article-title":"Reactive Transport Modeling of Swelling Processes in Clay-sulfate Rocks","volume":"54","author":"Schweizer","year":"2018","journal-title":"Water Resour. Res."},{"key":"ref_28","doi-asserted-by":"crossref","unstructured":"Widomski, M.K., Musz-Pomorska, A., and Franus, W. (2021). Hydraulic and swell\u2013shrink characteristics of clay and recycled zeolite mixtures for liner construction in sustainable waste landfill. Sustainability, 13.","DOI":"10.3390\/su13137301"},{"key":"ref_29","doi-asserted-by":"crossref","first-page":"106132","DOI":"10.1016\/j.compgeo.2024.106132","article-title":"Towards Reliable Barrier Systems: A Constrained XGBoost Model Coupled with Gray Wolf Optimization for Maximum Swelling Pressure of Bentonite","volume":"168","author":"Shehab","year":"2024","journal-title":"Comput. Geotech."},{"key":"ref_30","unstructured":"PlotDigitizer (2024, March 26). PlotDigitizer, Version 3.1.5. Available online: https:\/\/plotdigitizer.com."},{"key":"ref_31","unstructured":"Kaliakin, V.N. (2017). Soil Mechanics: Calculations, Principles, and Methods, Elsevier."},{"key":"ref_32","doi-asserted-by":"crossref","first-page":"160018","DOI":"10.1038\/sdata.2016.18","article-title":"The FAIR Guiding Principles for scientific data management and stewardship","volume":"3","author":"Wilkinson","year":"2016","journal-title":"Sci. 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