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Barbara Ksit

As seen in: MDPI
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Articles

Application of Experimental Studies of Humidity and Temperature in the Time Domain to Determine the Physical Characteristics of a Perlite Concrete Partition

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By Anna Szymczak-Graczyk, Gabriela Gajewska, Barbara Ksit, Ireneusz Laks
| MDPI
All articles published by MDPI are made immediately available worldwide under an open access license. No special permission is required to reuse all or part of the article published by MDPI, including figures and tables. For articles published under an open access Creative Common CC BY license, any part of the article may be reused without permission provided that the original article is clearly cited. For more information, please refer to https://www.mdpi.com/openaccess.
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Influences of a Variety of Reinforcements on the Durability of Reinforced Bitumen Sheets Operating at Variable Temperatures

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By Anna Szymczak-Graczyk, Barbara Ksit, Barbara Francke, Jarosław Szulc
| MDPI
Open AccessBrief Report by Barbara Francke 1, Anna Szymczak-Graczyk 2,*, Barbara Ksit 3, Jarosław Szulc 4 and Jan Sieczkowski 4 1 Institute of Civil Engineering, Department of Mechanics and Building Constructions, Warsaw University of Life Sciences-SGGW, Nowoursynowska 159, 02-787 Warsaw, Poland 2 Department of Construction and Geoengineering, Faculty of Environmental and Mechanical Engineering, Poznan University of Life Sciences, Piątkowska 94E, 60-649 Poznań, Poland 3 Institute of Building...
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Biocementation as a Pro-Ecological Method of Stabilizing Construction Subsoil

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By Barbara Ksit, Katarzyna Stefaniak, Anna Szymczak-Graczyk
| MDPI
4. Test Results The obtained CPTU results (Figure 5) were used to evaluate the undrained shear strength cu [69] and identify the cementation zone of the tested soils from area A [65,66,67,68]. The obtained CPTU test results (Figure 5) were plotted on Robertson’s [65] classification system (Figure 6). The studied sediments are located in the group of silty soils. A variation in the degree of preconsolidation was observed in the studied soils (area A) (Figure 6).
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