Measuring Equivalent Cohesion Ceq of the Frozen Soils by Compression Strength Using Kriolab Equipment

• Published in: Civil and Environmental Engineering Reports
• Main Authors: Lemenkov, Vasiliy, Lemenkova, Polina
• Other Authors: Schmidt United Institute of Physics of the Earth Moscow (IPE), Russian Academy of Sciences Moscow (RAS)
• Format: Article in Journal/Newspaper
• Language: English
• Published: HAL CCSD 2021
• Subjects: equivalent cohesion; modeling; deformation; moisture; pressure; soils; geotechnical engineering; frozen soil; mechanics; experiment; data visualization 2; ACM: K.: Computing Milieux; ACM: K.: Computing Milieux/K.3: COMPUTERS AND EDUCATION; ACM: I.: Computing Methodologies/I.6: SIMULATION AND MODELING/I.6.1: Simulation Theory; ACM: I.: Computing Methodologies/I.6: SIMULATION AND MODELING/I.6.5: Model Development; ACM: I.: Computing Methodologies/I.6: SIMULATION AND MODELING/I.6.8: Types of Simulation; ACM: I.: Computing Methodologies/I.6: SIMULATION AND MODELING/I.6.5: Model Development/I.6.5.0: Modeling methodologies; ACM: I.: Computing Methodologies/I.6: SIMULATION AND MODELING/I.6.7: Simulation Support Systems/I.6.7.0: Environments; ACM: K.: Computing Milieux/K.3: COMPUTERS AND EDUCATION/K.3.1: Computer Uses in Education; ACM: I.: Computing Methodologies; ACM: I.: Computing Methodologies/I.6: SIMULATION AND MODELING; ACM: I.: Computing Methodologies/I.3: COMPUTER GRAPHICS; ACM: I.: Computing Methodologies/I.3: COMPUTER GRAPHICS/I.3.6: Methodology and Techniques; ACM: I.: Computing Methodologies/I.3: COMPUTER GRAPHICS/I.3.6: Methodology and Techniques/I.3.6.3: Interaction techniques; ACM: I.: Computing Methodologies/I.3: COMPUTER GRAPHICS/I.3.7: Three-Dimensional Graphics and Realism; ACM: I.: Computing Methodologies/I.3: COMPUTER GRAPHICS/I.3.7: Three-Dimensional Graphics and Realism/I.3.7.7: Visible line/surface algorithms; [SPI.GCIV.GEOTECH]Engineering Sciences [physics]/Civil Engineering/Géotechnique; permafrost
• Online Access: https://hal.archives-ouvertes.fr/hal-03218868; https://hal.archives-ouvertes.fr/hal-03218868/document; https://hal.archives-ouvertes.fr/hal-03218868/file/1635913.pdf; https://doi.org/10.2478/ceer-2021-0020

International audience Current paper presents the results of the experimental analysis on permafrost uppermost soil samples with various physical properties (moisture, porosity) tested with varied external pressure and time. The aim of this work is to test properties of the soil samples intended for the construction of buildings, railways and objects of civil infrastructure by modeled external pressure, data visualization and analysis. Variations in the soil samples were studied by analysis of the equivalent soil cohesion (Ceq) in frozen soil samples. Methods include integrated application of the laboratory experiments, methods of the statistical data analysis and 3D plotting performed by the selected LaTeX packages. Laboratory experiments were performed using KrioLab equipment 'Sharikovy Stamp PSH-1'. The 15 series of experiments have been tested. Models of the soil strength are graphically presented and statistically analyzed showing the results of the experiment.