Physical and numerical study of soil-atmosphere and soil-atmosphere-structure interactions during drying events
Extreme, extended wet and dry seasons have become more frequent in different parts of the world as the result of global warming. The intensity of these events increases the adverse effects that cyclic hydraulic and thermal fluxes have on the performance of geotechnical structures, especially on the...
- Autores:
-
Granados Rueda, Jaime Eduardo
- Tipo de recurso:
- Doctoral thesis
- Fecha de publicación:
- 2024
- Institución:
- Universidad de los Andes
- Repositorio:
- Séneca: repositorio Uniandes
- Idioma:
- eng
- OAI Identifier:
- oai:repositorio.uniandes.edu.co:1992/73499
- Acceso en línea:
- https://hdl.handle.net/1992/73499
- Palabra clave:
- Soil-atmosphere interaction
Soil-atmosphere-structure interaction
Evaporation
Climatic chamber
Experimental testing
Numerical modeling
Interacción suelo-atmósfera
Interacción suelo-atmósfera-estructura
Ingeniería
- Rights
- openAccess
- License
- Attribution-NonCommercial-ShareAlike 4.0 International
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oai:repositorio.uniandes.edu.co:1992/73499 |
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UNIANDES2 |
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Séneca: repositorio Uniandes |
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|
| dc.title.eng.fl_str_mv |
Physical and numerical study of soil-atmosphere and soil-atmosphere-structure interactions during drying events |
| title |
Physical and numerical study of soil-atmosphere and soil-atmosphere-structure interactions during drying events |
| spellingShingle |
Physical and numerical study of soil-atmosphere and soil-atmosphere-structure interactions during drying events Soil-atmosphere interaction Soil-atmosphere-structure interaction Evaporation Climatic chamber Experimental testing Numerical modeling Interacción suelo-atmósfera Interacción suelo-atmósfera-estructura Ingeniería |
| title_short |
Physical and numerical study of soil-atmosphere and soil-atmosphere-structure interactions during drying events |
| title_full |
Physical and numerical study of soil-atmosphere and soil-atmosphere-structure interactions during drying events |
| title_fullStr |
Physical and numerical study of soil-atmosphere and soil-atmosphere-structure interactions during drying events |
| title_full_unstemmed |
Physical and numerical study of soil-atmosphere and soil-atmosphere-structure interactions during drying events |
| title_sort |
Physical and numerical study of soil-atmosphere and soil-atmosphere-structure interactions during drying events |
| dc.creator.fl_str_mv |
Granados Rueda, Jaime Eduardo |
| dc.contributor.advisor.none.fl_str_mv |
Caicedo Hormaza, Bernardo |
| dc.contributor.author.none.fl_str_mv |
Granados Rueda, Jaime Eduardo |
| dc.contributor.jury.none.fl_str_mv |
Rosin-Paumier, Sandrine Lozada López, Catalina Estrada Mejía, Nicolás |
| dc.contributor.researchgroup.none.fl_str_mv |
Facultad de Ingeniería::Geomateriales y Sistemas de Infraestructura |
| dc.subject.keyword.eng.fl_str_mv |
Soil-atmosphere interaction Soil-atmosphere-structure interaction Evaporation Climatic chamber Experimental testing Numerical modeling |
| topic |
Soil-atmosphere interaction Soil-atmosphere-structure interaction Evaporation Climatic chamber Experimental testing Numerical modeling Interacción suelo-atmósfera Interacción suelo-atmósfera-estructura Ingeniería |
| dc.subject.keyword.spa.fl_str_mv |
Interacción suelo-atmósfera Interacción suelo-atmósfera-estructura |
| dc.subject.themes.spa.fl_str_mv |
Ingeniería |
| description |
Extreme, extended wet and dry seasons have become more frequent in different parts of the world as the result of global warming. The intensity of these events increases the adverse effects that cyclic hydraulic and thermal fluxes have on the performance of geotechnical structures, especially on the mechanical response of shallow structures. To account for the effects of climate fluctuations, the design, construction, and stability analysis of existing and new geotechnical projects need to implement methods to evaluate soil-atmosphere and soil-atmosphere-structure interactions. This may be achieved using physical and numerical methods that represent the water and heat transfer mechanisms and the thermo-hydro-mechanical (THM) response of unsaturated soils subjected to variable atmospheric conditions and structural loading. This study combined physical testing and numerical methods to evaluate the effects of soil-atmosphere interactions on the hydraulic and thermal fluxes and THM response of unsaturated soils. The first part of this study was experimental and focused on the evaporation process from soil-atmosphere interfaces represented by thin soil layers. A wide range of atmospheric conditions including temperature, relative humidity, irradiance, and wind velocity were imposed on soil surfaces of various textures to identify the key atmospheric parameters and soil properties that control evaporation. Based on the experimental results, an empirical model was proposed to estimate evaporation rates from soil-atmosphere interfaces. The model was expressed as a function of the relative humidity and wind velocity of the air measured near the soil surface, the mean suction of the soil-atmosphere interface, and the soil thickness. These were found to be the most significant atmospheric and soil parameters during evaporation. In the second part of this study, a coupled THM numerical model for soil-atmosphere interaction was developed. The model was written based on the laws of mass and thermal conservation and principles of thermodynamics and unsaturated soil mechanics. The Partial Differential Equations (PDE) that govern the flow of water in liquid and vapor phases and heat transfer were solved using a mixed Explicit-Implicit Finite Difference Scheme. The mechanical response of the soil was coupled to the hydro-thermal fluxes by means of changes in soil suction. The numerical model was validated for drying atmospheric conditions using the results of the experimental program. In the third part of this study, the soil-atmosphere interaction model was adapted to evaluate soil-structure interactions of a lightly-loaded structure subjected to variable atmospheric conditions. The numerical model included the analysis of soil-structure strain compatibility due to structural loading and soil shrinkage or swelling. The distribution of compressive stresses, relative displacements, and potential wall damage were also evaluated. The results of the experimental program and numerical modeling may be used to evaluate the behavior of different types of geotechnical structures under variable climatic conditions. |
| publishDate |
2024 |
| dc.date.accessioned.none.fl_str_mv |
2024-01-26T14:30:52Z |
| dc.date.available.none.fl_str_mv |
2024-01-26T14:30:52Z |
| dc.date.issued.none.fl_str_mv |
2024-01-18 |
| dc.type.none.fl_str_mv |
Trabajo de grado - Doctorado |
| dc.type.driver.none.fl_str_mv |
info:eu-repo/semantics/doctoralThesis |
| dc.type.version.none.fl_str_mv |
info:eu-repo/semantics/acceptedVersion |
| dc.type.coar.none.fl_str_mv |
http://purl.org/coar/resource_type/c_db06 |
| dc.type.content.none.fl_str_mv |
Text |
| dc.type.redcol.none.fl_str_mv |
https://purl.org/redcol/resource_type/TD |
| format |
http://purl.org/coar/resource_type/c_db06 |
| status_str |
acceptedVersion |
| dc.identifier.uri.none.fl_str_mv |
https://hdl.handle.net/1992/73499 |
| dc.identifier.doi.none.fl_str_mv |
10.57784/1992/73499 |
| dc.identifier.instname.none.fl_str_mv |
instname:Universidad de los Andes |
| dc.identifier.reponame.none.fl_str_mv |
reponame:Repositorio Institucional Séneca |
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repourl:https://repositorio.uniandes.edu.co/ |
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https://hdl.handle.net/1992/73499 |
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10.57784/1992/73499 instname:Universidad de los Andes reponame:Repositorio Institucional Séneca repourl:https://repositorio.uniandes.edu.co/ |
| dc.language.iso.none.fl_str_mv |
eng |
| language |
eng |
| dc.relation.references.none.fl_str_mv |
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Villar, M.V. & Lloret, A. (2004). Temperature influence on the mechanical behaviour of a compacted bentonite. Elsevier Geo-Engineering Book Series, 2, pp. 305-310. Wald, L. (2018). Basics in solar radiation at earth surface. Lecture notes at the Mines ParisTech, PSL Research University, Sophia Antipolis, France. 57p. Wilhite, D.A. & Glantz, M.H. (1985). Understanding the drought phenomenon: the role of definitions. Water International, 10(3), pp. 111-120. Wilson, G.W. (1990). Soil evaporative fluxes for geotechnical engineering problems. PhD Thesis – University of Saskatchewan, Saskatoon, Canada. 489p. Wilson, G.W., Fredlund, D.G., & Barbour S.L. (1994). Coupled soil-atmosphere modelling for soil evaporation. Canadian Geotechnical Journal, 31(2), pp. 151-161. Wilson, G.W., Fredlund, D.G., & Barbour S.L. (1997). The effect of soil suction on evaporative fluxes from soil surfaces. Canadian Geotechnical Journal, 34(4), pp. 145-155. World Development Indicators – World Bank (WDI). (2022). Accessed July 11, 2023 <https://datacatalog.worldbank.org/search/dataset/0037712/World-Development-Indicators> World Meteorological Organization (WMO). (1985). Casebook on operational assessment of areal evaporation. Operational Hydrology Report No. 22. WMO-No. 635. Geneva, Switzerland. World Meteorological Organization (WMO). (2015). International Glossary of Hydrology. WMO-No. 385. Geneva, Switzerland. Xue, X., Han, S., Guo, D., Zhao, Z., Zhou, B., & Li, F. (2022). Study of the convective heat transfer coefficient of different building envelope exterior surfaces. Buildings, 12(6), 860. Yahaya, S., Jikan, S., Badarulzaman, N., & Adamu, A. (2017). Chemical composition and particle size analysis of kaolin. Path of Science, 3(10), pp. 1001-1004. Yavuzturk, C., Ksaibati, K., & Chiasson, A.D. (2005). Assessment of temperature fluctuations in asphalt pavements due to thermal environmental conditions using a two-dimensional, transient finite-difference approach. Journal of Materials in Civil Engineering, 17(4), pp. 465-475. Zhen, L. (2022). China heatwave brings record high temperatures to Shangai and other cities. South China Morning Post. Accessed July 14th, 2022. <https://www.scmp.com/news/china/politics/article/3185316/china-heatwave-brings-record-high-temperatures-shanghai-and>. |
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Caicedo Hormaza, Bernardovirtual::162-1Granados Rueda, Jaime EduardoRosin-Paumier, SandrineLozada López, CatalinaEstrada Mejía, NicolásFacultad de Ingeniería::Geomateriales y Sistemas de Infraestructura2024-01-26T14:30:52Z2024-01-26T14:30:52Z2024-01-18https://hdl.handle.net/1992/7349910.57784/1992/73499instname:Universidad de los Andesreponame:Repositorio Institucional Sénecarepourl:https://repositorio.uniandes.edu.co/Extreme, extended wet and dry seasons have become more frequent in different parts of the world as the result of global warming. The intensity of these events increases the adverse effects that cyclic hydraulic and thermal fluxes have on the performance of geotechnical structures, especially on the mechanical response of shallow structures. To account for the effects of climate fluctuations, the design, construction, and stability analysis of existing and new geotechnical projects need to implement methods to evaluate soil-atmosphere and soil-atmosphere-structure interactions. This may be achieved using physical and numerical methods that represent the water and heat transfer mechanisms and the thermo-hydro-mechanical (THM) response of unsaturated soils subjected to variable atmospheric conditions and structural loading. This study combined physical testing and numerical methods to evaluate the effects of soil-atmosphere interactions on the hydraulic and thermal fluxes and THM response of unsaturated soils. The first part of this study was experimental and focused on the evaporation process from soil-atmosphere interfaces represented by thin soil layers. A wide range of atmospheric conditions including temperature, relative humidity, irradiance, and wind velocity were imposed on soil surfaces of various textures to identify the key atmospheric parameters and soil properties that control evaporation. Based on the experimental results, an empirical model was proposed to estimate evaporation rates from soil-atmosphere interfaces. The model was expressed as a function of the relative humidity and wind velocity of the air measured near the soil surface, the mean suction of the soil-atmosphere interface, and the soil thickness. These were found to be the most significant atmospheric and soil parameters during evaporation. In the second part of this study, a coupled THM numerical model for soil-atmosphere interaction was developed. The model was written based on the laws of mass and thermal conservation and principles of thermodynamics and unsaturated soil mechanics. The Partial Differential Equations (PDE) that govern the flow of water in liquid and vapor phases and heat transfer were solved using a mixed Explicit-Implicit Finite Difference Scheme. The mechanical response of the soil was coupled to the hydro-thermal fluxes by means of changes in soil suction. The numerical model was validated for drying atmospheric conditions using the results of the experimental program. In the third part of this study, the soil-atmosphere interaction model was adapted to evaluate soil-structure interactions of a lightly-loaded structure subjected to variable atmospheric conditions. The numerical model included the analysis of soil-structure strain compatibility due to structural loading and soil shrinkage or swelling. The distribution of compressive stresses, relative displacements, and potential wall damage were also evaluated. The results of the experimental program and numerical modeling may be used to evaluate the behavior of different types of geotechnical structures under variable climatic conditions.Doctor en IngenieríaDoctorado371 páginasapplication/pdfengUniversidad de los AndesDoctorado en IngenieríaFacultad de IngenieríaDepartamento de Ingeniería Civil y AmbientalAttribution-NonCommercial-ShareAlike 4.0 Internationalhttp://creativecommons.org/licenses/by-nc-sa/4.0/info:eu-repo/semantics/openAccesshttp://purl.org/coar/access_right/c_abf2Physical and numerical study of soil-atmosphere and soil-atmosphere-structure interactions during drying eventsTrabajo de grado - Doctoradoinfo:eu-repo/semantics/doctoralThesisinfo:eu-repo/semantics/acceptedVersionhttp://purl.org/coar/resource_type/c_db06Texthttps://purl.org/redcol/resource_type/TDSoil-atmosphere interactionSoil-atmosphere-structure interactionEvaporationClimatic chamberExperimental testingNumerical modelingInteracción suelo-atmósferaInteracción suelo-atmósfera-estructuraIngenieríaAbubaker, A., Kostic, I., & Kostic, O. (2018). Numerical modelling of velocity profile parameters of the atmospheric boundary layer simulated in wind tunnels. IOP Conference Series: Materials Science and Engineering, 393, paper 012025, 10p.Allen, R.G., Pereira, L.S., Raes, D., & Smith, M. (1998). Crop evapotranspiration – Guidelines for computing crop water requirements. In FAO (Food and Agriculture Organization of the United Nations) Irrigation and drainage, paper 56, Chapter 1 – Introduction to evapotranspiration.Alonso, E. & Gens, A. (Eds). (2010). Unsaturated soils, two volume set. Proceedings of 5th International Conference on Unsaturated Soil, CRC Press. Barcelona, Spain, 6-8 September 2010Alonso, E.E., Gens, A., & Josa, A. (1990). Constitutive model for partially saturated soils. Géotechnique, 40(3), p. 405-430.Alonso, E.E., Gens, A., & Delahaye, C.H. (2003). Influence of rainfall on the deformation and stability of a slope in overconsolidated clays: a case study. Hydrogeology Journal, 11, p. 174-192.Amakye, S.Y., Abbet, S.J., Booth, C.A., & Mahamady, A.M. (2021). Enhancing the engineering properties of subgrade materials using processed waste: a review. Geotechnics, 1(2), p. 307-329.An, N., Hemmati, S., & Cui, Y-J. (2017). Assessment of the methods for determining net radiation at different time-scales of meteorological variables. Journal of Rock Mechanics and Geotechnical Engineering, 9, pp. 239-246.Andrews, M. (2022). ‘From India’s highs to Thailand’s lows, Asia’s weather is hitting extremes.’ The Guardian. Accessed May 7th, 2022. <www.theguardian.com/environment/2022/may/07/asia-extreme-weather-india-pakistan-heatwave-thailand-china-cold>.Archer, A. (2019). Climate change impact on embankments considering temperature effects: centrifuge modelling. PhD Thesis – The Hong Kong University of Science and Technology, Clear Water Bay, Kowloon, Hong Kong. 291p.Auvray R., Rosin-Paumier S., Abdallah A., & Masrouri F., (2013). 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Environmental Research Letters, 16(3), 10p., 034036.Ghezzehei, T.A., Trautz, R.C., Finsterle, S., Cook, P.J., & Ahlers, C.F. (2004). Modeling coupled evaporation and seepage in ventilated cavities. Vadose Zone Journal, 3, pp. 806-818.Gitirana, G., Fredlund, M.D., & Fredlund, D.G. (2006). Numerical modelling of soil-atmosphere interaction for unsaturated surfaces. Proceedings of the 4th International Conference on Unsaturated soils, Carefree, Arizona, pp. 658-669.Granados, J. & Caicedo, B. (2023). Physical and numerical modelling of soil-atmosphere-structure interaction. UNSAT 2023, E3S Web of Conferences 382, 06002, 6p.Goddard Earth Observing System (GEOS, NASA). (2022). Accessed on July 13, 2022. <earthobservatory.nasa.gov/images/150083/heatwaves-and-fires-scorch-europe-africa-and-asia>.Haq, S.N., Khalil, H., Dewan, A., Sangal, A., Hayes, M., & Hammond, E. (2022). ‘Heat wave scorches Europe as UK reaches record-breaking temperatures.’ CNN.com. 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Contribution of Working Group I to the Fourth Assessment Report of the Intergovernmental Panel on Climate Change. [Solomon, S., D. Qin, M. Manning, Z. Chen, M. Marquis, K.B. Averyt, M. Tignor and H.L. Miller (eds.)]. Cambridge University Press, Cambridge, United Kingdom and New York, NY, USA, pp. 94-127.IPCC. (2021). Technical Summary. In Climate Change 2021: The Physical Science Basis. Contribution of Working Group I to the Sixth Assessment Report of the Intergovernmental Panel on Climate Change. [Masson-Delmotte, V., P. Zhai, A. Pirani, S.L. Connors, C. Péan, S. Berger, N. Caud, Y. Chen, L. Goldfarb, M.I. Gomis, M. Huang, K. Leitzell, E. Lonnoy, J.B.R. Matthews, T.K. Maycock, T. Waterfield, O. Yelekçi, R. Yu, and B. Zhou (eds.)]. Cambridge University Press, Cambridge, United Kingdom and New York, NY, USA, pp. 33-144.Jabro, J. (2009). Water vapor diffusion through soil as affected by temperature and aggregate size. Transport in Porous Media, 77, pp. 417-428.Johansen, O. (1977). Thermal conductivity of soils. Technical report, Cold Regions Research and Engineering Lab. Hanover, NH.Jones, L.D. & Jefferson, I. (2012). Chapter C5: Expansive soils. Manual Series. Institution of Civil Engineers (ICE), 46p.Jones, S., Ramaldho da Silva, B., & Ni, V. (2022). ‘Thousands evacuated as heat causes wildfires in Europe and north Africa.’ The Guardian. July 15, 2022. www.theguardian.com/world/2022/jul/15/thousands-evacuated-as-heat-causes-wildfires-in-europe-and-north-africa.Kandalai, S., John, N. J., & Patel, A. (2023). Effects of climate change on geotechnical infrastructures – state of the art. Environmental Science and Pollution Research, 30, 16878-16904.Lakshmikantha, M.R. (2009). Experimental and theoretical analysis of cracking in drying soils. PhD Thesis – Universitat Politecnica de Catalunya, Barcelona, Spain. 391p.Lozada C., Caicedo B., & Thorel L. (2015). Effects of cracks and desiccation on the bearing capacity of soil deposits. Géotechnique Letters, 5(3), p. 112-117.Lozada C. (2016). Study of the soil atmosphere interaction and bearing capacity of a soil under desiccation. PhD Thesis – Universidad de los Andes, Bogotá, Colombia/École Centrale de Nantes-Université Nantes Angers Le Mans, Nantes, France. 275p.Lozada C., Caicedo B. & Thorel L. (2016). Improved climatic chamber for desiccation simulation. In E3S Web of Conferences, 3rd European Conference on Unsaturated Soils – “E-UNSAT 2016”, 9, 6p.Lozada C., Caicedo B. & Thorel L. (2019). A new climatic chamber for studying soil-atmosphere interaction in physical models. In International Journal of Physical Modelling in Geotechnics, 19(6), pp. 286-304.Mainguy, M., Coussy, O., & Eymard, R. (1999). Modélisation des transferts hydriques isothermes en milieu poreux. Application au séchage des matériaux a base de ciment. Laboratoire Central des Ponts et Chausees. 130 p.Millares, D.G., Holmes, T.R.H., De Jeu, R.A.M., Gash, J.H., Meesters, A.G.C.A., & Dolman, A.J. (2011). Global land-surface evaporation estimated from satellite-based observations. Hydrology and Earth System Sciences, 15, pp. 453-469.Miller, C.J., Mi, H. & Yesiller, N. (1998). Experimental analysis of desiccation crack propagation in clay liners. Journal of the American Water Resources Association, 34(3), pp. 677-686.Miller, G.A., Hassanikhah, A. & Varsei, M. (2015). Desiccation crack depth and tensile strength in compacted soil. In Unsaturated Soil Mechanics from Theory to Practice: Proceedings of the 6th Asia Pacific Conference on Unsaturated Soils, Guilin, China, 23-26 October 2015, pp. 79-87.Mohr, O. (1900). Welche umstände bedingen die elastizitätsgrenze und den bruch eines materials? Zeit des Ver Deut Ing, 44, pp. 1524-1530.Monteith, J.L. (1965). Evaporation and environment. Symposia of the Society for Experimental Biology, 19, pp. 205-234.Morris, P.H., Graham, J. & Williams, D.J. (1992). Cracking in drying soils. Canadian Geotechnical Journal, 29(2), pp. 263-277.Murillo, C., (2006). Caracterización geotécnica de estructuras multicapas en centrífuga empleando ondas de superficie. PhD Thesis, Universidad de los Andes.National Aeronautics and Space Administration (NASA). (2005). What’s the difference between weather and climate? Accessed June 16th, 2023. <https://www.nasa.gov/mission_pages/noaa-n/climate/climate_weather.html>.National Geographic Society. (2022). Weather of climate … what’s the difference? Accessed June 16th, 2023. <https://education.nationalgeographic.org/resource/weather-or-climate-whats-difference>.National Oceanic and Atmospheric Administration (NOAA). (2018). Accessed June 16th, 2023. <https://www.ncei.noaa.gov/news/weather-vs-climate>.National Oceanic and Atmospheric Administration (NOAA). (2023). Accessed June 22nd, 2023. <https://www.noaa.gov/jetstream/atmosphere>.Ng. C.W.W. & Menzies, B. (2007). Advanced unsaturated soil mechanics and engineering. CRC Press.North, G. 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