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

Lemenkov, Vasiliy; Lemenkova, Polina

doi:10.2478/ceer-2021-0020

Artykuł - szczegóły

Tytuł artykułu

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

Autorzy

Lemenkov Vasiliy , Lemenkova Polina

Treść / Zawartość

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DOI

10.2478/ceer-2021-0020

Warianty tytułu

Języki publikacji

Abstrakty

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 (C_eq) 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.

Słowa kluczowe

equivalent cohesion modeling deformation moisture pressure soils geotechnical engineering experiment data visualization

pomiar spójności gleba odkształcenie wytrzymałość na ściskanie eksperyment inżynieria geotechniczna

Wydawca

Oficyna Wydawnicza Uniwersytetu Zielonogórskiego

Czasopismo

Civil and Environmental Engineering Reports

Rocznik

2021

Tom

Vol. 31, no. 2

Strony

63--84

Opis fizyczny

Bibliogr. 66 poz., fot., rys., tab.

Twórcy

autor

Lemenkov Vasiliy

Geoprojectsurvey LLC, Moscow, Russia

autor

Lemenkova Polina

Schmidt Institute of Physics of the Earth, Russian Academy of Sciences. Laboratory of Regional Geophysics and Natural Disasters (No. 303), Moscow, Russian Federation

Bibliografia

1. Zou, Y.Z. and Boley, C. 2009. Compressibility of fine-grained soils subjected to closed-system freezing and thaw consolidation. Mining Science and Technology (China) 19(5), 631-635.
2. Ortigao, J.A.R. 1995. Soil Mechanics in the Light of Critical State Theories: An Introduction. 1st ed. CRC Press.
3. Johnson, R.B. and De Graff, J.V. 1988. Principles of engineering geology. New Jersey. John Wiley & Sons, Inc. 512 pp.
4. Tasora, A., Mangoni, D., Negrut, D., Serban, R. and Jayakumar P. 2019. Deformable soil with adaptive level of detail for tracked and wheeled vehicles. International Journal of Vehicle Performance 5(1), 60-76.
5. Buzzi, O., Fityus, S. and Sheng, D. 2009. Unsaturated Soils, Two Volume Set: Experimental Studies in Unsaturated Soils and Expansive Soils (Vol. 1) & Theoretical and Numerical Advances in Unsaturated Soil Mechanics (Vol. 2) 1st ed. CRC Press.
6. Said, I., De Gennaro V. and Frank R. 2009. Axisymmetric finite element analysis of pile loading tests. Computers and Geotechnics 1-2, 6-19.
7. Igoe, D., Gavin, K. and O’Kelly, B. 2011. Shaft Capacity of Open-Ended Piles in Sand. Journal of Geotechnical and Geoenvironmental Engineering 10, 903-913.
8. Shelke, A. and Patra, N.R. 2011. Effect of Compressive Load on Uplift Capacity. Geotechnical and Geological Engineering 134, 927-934.
9. Greco, V.R. 2016. Variability and correlation of strength parameters inferred from direct shear tests. Geotechnical and Geological Engineering 34(2), 585-603.
10. Mitchell, J.K. and Soga, K. 2005. Fundamentals of Soil Behavior. New Jersey US, John Wiley & Sons.
11. Di Matteo, L., Valigi, D. and Ricco, R. 2013. Laboratory shear strength parameters of cohesive soils: variability and potential effects on slope stability. Bulletin of Engineering Geology and the Environment 72(1), 101-106.
12. Powrie, W. 2004. Soil Mechanics: Concepts and Applications, 2nd ed. CRC Press.
13. Murthy, V.N.S. 2002. Geotechnical Engineering. Principles and Practices of Soil Mechanics and Foundation Engineering. New York, Marcel Dekker Inc.
14. Long, X., Cen, G., Cai, L. and Chen, Y. 2018. Model experiment of uneven frost heave of airport pavement structure on coarse-grained soils foundation. Construction and Building Materials 188, 372-380.
15. Hermansson, Å. and Spencer Guthrie, W. 2005. Frost heave and water uptake rates in silty soil subject to variable water table height during freezing. Cold Regions Science and Technology 43(3), 128-139.
16. Bi, J., Zhang, M., Lai, Y., Pei, W., Lu, J., You, Z. and Li, D. 2020. A generalized model for calculating the thermal conductivity of freezing soils based on soil components and frost heave. International Journal of Heat and Mass Transfer 150, 119166.
17. Wang, T., Ma H., Liu J., Luo Q., Wang Q. and Zhan Y. 2021. Assessing frost heave susceptibility of gravelly soils based on multivariate adaptive regression splines model. Cold Regions Science and Technology 181, 103182.
18. Azmatch, T.F., Sego, D.C., Arenson, L.U. and Biggar, K.W. 2012. New ice lens initiation condition for frost heave in fine-grained soils. Cold Regions Science and Technology 82, 8-13.
19. Lemenkova, P. 2020. Libraries {dendextend} and {magrittr} and Clustering Package scipy. Cluster of Python For Modelling Diagrams of Dendrogram Trees. Carpathian Journal of Electronic and Computer Engineering 13(1), 5-12.
20. Lemenkova, P. 2020. Fractal surfaces of synthetical DEM generated by GRASS GIS module r.surf.fractal from ETOPO1 raster grid. Journal of Geodesy and Geoinformation 7(1), 86-102.
21. Schenke, HW and Lemenkova, P 2008. Zur Frage der Meeresboden-Kartographie: Die Nutzung von AutoTrace Digitizer für die Vektorisierung der Bathymetrischen Daten in der Petschora-See. Hydrographische Nachrichten 81, 16-21.
22. Klaučo, M., Gregorová, B, Stankov, U, Marković, V and Lemenkova, P 2013. Determination of ecological significance based on geostatistical assessment: a case study from the Slovak Natura 2000 protected area. Open Geosciences 5(1), 28-42.
23. Lemenkov, V.A. 2018. Computing Deflection and Compressibility of the Permafrost Sediments for the Problem of the Construction Works in the Northern Tyumen (Bovanenkovo-Sabetta Geologic Cross Section). In: Geography in the Modern World: Progress and New Priorities, SPU, Institute of Earth Sciences, 506-509.
24. Lemenkov, VA 2018. Variations in porosity and deformation in dehydrated loam samples. In: Development Strategy of the Geological Exploration of the Subsoils: Present and Future 2, 256-257.
25. Lemenkov, VA 2018. Methods of the Determining Physico-Mechanical Parameters of the Frozen Ground Using Compression Strength. In: Innovation of technical solutions in mechanical engineering and transport, 202-206.
26. Abdelrahman, GE, Youssef, YG and Abdeltawab AE 2021. Using Traditional and Advanced Soil Improvement Techniques for Swelling Soil Heave Mitigation. In: Shehata H and Badr M (eds.) Advancements in Geotechnical Engineering. Sustainable Civil Infrastructures. Springer, Cham.
27. Lemenkov, VA 2018. Deformation properties of the clay soil heave with a case study of sandy loam and clay by compression tests. Development Strategy of the Geological Exploration of the Subsoils: Present and Future 2, 258-259.
28. Lemenkov, VA 2018. Analysis of the Effects of the Mineral Soil Composition on the Cohesion Between its Structural Elements. In: Modern Solutions to Scientific and Industrial Problems in Chemistry and Petrochemistry, 617-625.
29. Smith, MJ 1981. Soil Mechanics. 4th ed. Routledge, London. 176 pp.
30. Das, BM 2013. Advanced Soil Mechanics. 4th ed. CRC Press, London.
31. Lindh, P 2004. Compaction- and strength properties of stabilised and unstabilised fine-grained tills, Doctoral Thesis. Lund, Sweden, 374 pp.
32. Box, GEP, Hunter, WG and Hunter, JS 1978. Statistics for experimenters, Wiley, 1978.
33. Olson, RE 1963. Effective stress theory of soil compaction. Journal of the soil mechanics and foundation division 89(SM2), 27-45.
34. Lemenkov, VA 2018. Determination of correlation in deformation, strength and viscosity of the frozen soils through external loads by uniaxial compression. In: Current Trends and Innovations in Science and Industry, 64-65.
35. Goldstein, MN 1982. Mechanical properties of soils and improvement of methods for their research. In: Foundations, foundations and soil mechanics 3, 21-23.
36. Lemenkov, VA 2018. Laboratory tests of the different types of soils for compressibility by the compression and filtration device 'Odometer KFP-2-40 (60)'. In: Science, Education and Innovation in the Modern World 2, 275-281.
37. Keedwell, MJ 1984. Rheology and Soil Mechanics. CRC Press, London, 340 pp.
38. Lindh, P 2003. MCV and shear strength of compacted fine-grained tills. 12th Asian Regional Conference on Soil Mechanics and Geotechnical Engineering. 4–8 August 2003. Singapore. Pp 493-496.
39. Dahlin, T, Svensson, M and Lindh, P 1999. DC Resistivity and SASW for Validation of Efficiency in Soil Stabilisation Prior to Road Construction. In: Procs. EEGS’99, Budapest, Hungary, 6-9 September 1999, Ls5.
40. Ishibashi, I and Hazarika, H 2015. Soil Mechanics Fundamentals and Applications. 2nd ed. CRC Press, Boca Raton, 432 pp.
41. Atkinson, J 2007. The Mechanics of Soils and Foundations. 2nd ed. CRC Press, London, 480 pp.
42. Lemenkova, P 2019. Statistical Analysis of the Mariana Trench Geomorphology Using R Programming Language. Geodesy and Cartography 45(2), 57-84.
43. Afolabi, OA and Afolayan, O 2018. Strength modelling of soil geotechnical properties from index properties. Jordan Journal of Civil Engineering 12(4), 619-628.
44. Lemenkova, P 2020. The geomorphology of the Makran Trench in the context of the geological and geophysical settings of the Arabian Sea. Geology. Geophysics and Environment 46(3), 205-222.
45. Box, GEP, Hunter, WG and Hunter, JS 1978. Statistics for experimenters. NY, Wiley.
46. Lemenkova, P 2020. Using GMT for 2D and 3D Modeling of the Ryukyu Trench Topography, Pacific Ocean. Miscellanea Geographica 25(3), 1-13.
47. Ang, AHS and Tang, WH 2007. Probability Concepts in Engineering: Emphasis on Applications to Civil and Environmental Engineering, NY, Wiley, 406 pp.
48. Lemenkova, P 2020. Geomorphology of the Puerto Rico Trench and Cayman Trough in the Context of the Geological Evolution of the Caribbean Sea. Annales Universitatis Mariae Curie-Sklodowska, sectio B – Geographia, Geologia, Mineralogia et Petrographia 75, 115-141.
49. Lemenkova, P 2019. AWK and GNU Octave Programming Languages Integrated with Generic Mapping Tools for Geomorphological Analysis. GeoScience Engineering 65(4), 1-22.
50. Lemenkova, P 2020. Sediment thickness in the Bay of Bengal and Andaman Sea compared with topography and geophysical settings by GMT. Ovidius University Annals Series: Civil Engineering 22, 13-22.
51. Garand, P and Ladanyi, B 1982. Frost Susceptibility Testing of a compacted glacial till, in: Int. symposium on Ground Freezing, Hanover.
52. Arabi, M, Wild, S and Rowlands, GO 1989. Frost resistance of lime stabilized clay soil. Transportation Research Record 1219, 93-102.
53. Viklander, P and Knutsson, S 1997. Permeability changes in a fine-grained till due to cycles offreezing and thawing. In: International symposium on Ground Freezing and Frost Action in Soils, 193-202.
54. Stamatopoulos, AC and Kotzias, PC 1978. Soil compressibility as measured in the oedometer. Géotechnique 28(4), 363-375.
55. Black, W and Lister, NW 1979. The strength of clay fill subgrades: its prediction and relation to road performance. Clay fills. Proc. conference held at the Institution of Civil Engineers, London, 14-15 November 1978, 37-48.
56. Dahlin, T 1996. 2D resistivity surveying for environmental and engineering applications. First Break 14(7), 275-283.
57. Dennehy, JP 1979. The remoulded undrained shear strength of cohesive soils and its influence on the suitability of embankment fill. In: Proc. Conference held at the Institution of Civil Engineers, 87-94. 14-15 November 1978, London, UK.
58. Yasar, E and Erdogan, Y 2004. Correlation sound velocity with the density, compressive strength and Young’s modulus of carbonate rocks. International Journal of Rock Mechanics & Mining Sciences 41, 871-875.
59. Sarkar, G and Sadrekarimi, A 2020. Compressibility and monotonic shearing behaviour of Toronto peat. Engineering Geology 278, 105822.
60. Larsson, R 2001. Invesrigation and load test in silty soils. Results from a series of investigations and load test field at Tornhill outside Lund in Southern Sweden. Report 59, 169.
61. Larsson, R 1997. Invesrigation and load test in silty soils. Results from a series of investigations in silty soils in Sweden. Report 54, 260.
62. Lemenkov, VA 2016. Die Profiltypen der Richtbohren und Methoden ihrer Gestaltung bei der ingenieurgeologischen Erkundung. Actual directions of scientific research of the XXI century: theory and practice 4(24), 5-9.
63. Lemenkov, VA 2016. Die regionale hydrogeologische Verhältnisse und deren Einfluss auf die bautechnischen Eigenschaften. Actual directions of scientific research of the XXI century: theory and practice 4(24), 9-13.
64. Lemenkov, VA 2016. Zur Frage der Effektiven Bergbauverwaltung bei dem Betrieb von Steinbrüchen. Actual directions of scientific research of the XXI century: theory and practice 4(24), 13-17.
65. Langfelder, L.J., Chen, C.F. and Justice, JA 1968. Air permeability of compacted cohesive soils. ASCE Soil Mechanics and Foundations Division Journal 94(SM4), 981-1001.
66. Lindh, P 2002. Working period of blended binders for subgrade stabilisation. 4th International Conference on Ground Improvement Techniques 26-28 March 2002, Kuala Lumpur, Malaysia.

Uwagi

Opracowanie rekordu ze środków MNiSW, umowa Nr 461252 w ramach programu "Społeczna odpowiedzialność nauki" - moduł: Popularyzacja nauki i promocja sportu (2021).

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Bibliografia

Identyfikator YADDA

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