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Monitoring of heat transmission from buildings into geological environment and evaluation of soil deformation consequences in foundation engineering

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Abstract

In engineering geology a number of factors affecting foundation conditions are taken into consideration during engineering-geological investigations. This article deals with the factor of heat sourced from a structure (brick kiln) as a restrictive factor in foundation engineering in clay soils and introduces a documentation of soil deformation observations as an impact of the heat transmission into the geological environment. It was carried out in Southern Moravia in the Czech Republic, where the dominant foundation soils are Neogeneous clays where differential settlements of a tunnel kiln structure occurred as a result of ignoring the boundary conditions of temperature changes in the soil environment. The brick kilns caused heterogeneous spatial changes in the subsoil temperatures. This consequently resulted in differential settlements due to temperature changes originating from the kilns. The differential settlements reached as much as 150 mm. The major objective of the article is to highlight the importance of the heat transmission from buildings into the geological environment as a factor which should be considered in engineering geology and its application in planning. A new procedure for reducing or elimination of ground movements sourced from underlying clayey soils depending on the heat changes was also suggested in this context.

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References

  • Abakumov EV, Frouz J (2009) Evolution of the soil humus status on the calcareous Neogene clay dumps of the Sokolov quarry complex in the Czech Republic. Eurasian Soil Sci 42(7):718–724

    Article  Google Scholar 

  • Abdi MR, Parsapajouh A, Arjomand MA (2008) Effects of random fiber inclusion on consolidation, hydraulic conductivity, swelling, shrinkage limit and desiccation cracking of clays. Int J Civil Eng 6(4):284–292

    Google Scholar 

  • Azam S (2003) Influence of mineralogy on swelling and consolidation of soils in eastern Saudi Arabia. Can Geotech J 40(5):964–975

    Article  Google Scholar 

  • Bjerrum L (1967) Engineering geology of norwegian normally-consolidated marine clays as related to settlements of buildings. Geotechnique 17(2):83–92

    Article  Google Scholar 

  • Bostwick L, Rowe RK, Take WA, Brachman RWI (2010) Anisotropy and directional shrinkage of geosynthetic clay liners. Geosynth Int 17(3):157–170

    Article  Google Scholar 

  • Brandl H (2006) Energy foundations and other thermo-active ground structures. Geotechnique 56(2):81–122

    Article  Google Scholar 

  • Crouch DP (1997) The geology and settlement project: an overview. Eng Geol Environ 1–3:3101–3105

    Google Scholar 

  • Culshaw MG, Price SJ (2011) The 2010 Hans Cloos lecture: the contribution of urban geology to the development, regeneration and conservation of cities. Bull Eng Geol Environ 70(3):333–376

    Article  Google Scholar 

  • Dai FC, Liu YH, Wang SJ (1994) Urban geology––a case-study of Tongchuan city, Shaanxi province, China. Eng Geol 38(1–2):165–175

    Google Scholar 

  • Furudoi T (2010) The second phase construction of Kansai International airport considering the large and long-term settlement of the clay deposits. Soils Found 50(6):805–816

    Article  Google Scholar 

  • Furuya G, Suemine A, Sassa K, Komatsubara T, Watanabe N, Marui H (2006) Relationship between groundwater flow estimated by soil temperature and slope failures caused by heavy rainfall, Shikoku Island, southwestern Japan. Eng Geol 85(3–4):332–346

    Article  Google Scholar 

  • Gebhardt S, Fleige H, Horn R (2010) Shrinkage processes of a drained riparian peatland with subsidence morphology. J Soils Sediments 10(3):484–493

    Article  Google Scholar 

  • Hachani M, Hajjaji W, Moussi B, Medhioub M, Rocha F, Labrincha JA, Jamoussi F (2012) Production of ceramic bodies from Tunisian Cretaceous clays. Clay Miner 47(1):59–68

    Article  Google Scholar 

  • Jin HJ, Wei Z, Wang SL, Yu QH, Lue LZ, Wu QB, Ji YJ (2008) Assessment of frozen-ground conditions for engineering geology along the Qinghai-Tibet highway and railway, China. Eng Geol 101(3–4):96–109

    Article  Google Scholar 

  • Kempa T, Marschalko M, Yilmaz I, Lacková E, Kubečka K, Stalmachová B, Bouchal T, Bednárik M, Drusa M, Bendová M (2013) In-situ remediation of the contaminated soils in Ostrava city (Czech Republic) by steam curing/vapor. Eng Geol 154:42–55

    Article  Google Scholar 

  • Kim ChY, Jung YH, Chung ChK (2011) A stress path method for settlement computation of normally consolidated clays. Soils Found 51(1):31–40

    Article  Google Scholar 

  • Marschalko M, Juriš P (2009) Task of engineering geology in land-use planning on the example of four selected geofactors. Acta Montanistica Slovaca 14(4):275–283

    Google Scholar 

  • Marschalko M, Lahuta H, Juriš P (2008) Analysis of workability of rocks and type of prequarternary bedrock in the selected part of the Ostrava conurbation by means of geographic information systems. Acta Montanistica Slovaca 13(2):195–203

    Google Scholar 

  • Marschalko M, Yilmaz I, Bednárik M, Kubečka K (2011) Variations in the building site categories in the underground mining region of Doubrava (Czech Republic) for land use planning. Eng Geol 122(3–4):169–178

    Article  Google Scholar 

  • Marschalko M, Bednarik M, Yilmaz I (2012a) Evaluation of engineering-geological conditions for conurbation of Ostrava (Czech Republic) within GIS environment. Environ Earth Sci 67(4):1007–1022

    Article  Google Scholar 

  • Marschalko M, Bednárik M, Yilmaz I, Kubečka K, Bouchal T, Zavada J (2012b) Subsidence map of underground mining influence for urban planning: an example from the Czech Republic. Q J Eng Geol Hydrogeol 45(2):231–241

    Article  Google Scholar 

  • Marschalko M, Yilmaz I, Křístková V, Fuka M, Bednárik M, Kubečka K (2012c) Determination of actual limit angles to the surface and their comparison with the empirical values in the Upper Silesian Basin (Czech Republic). Eng Geol 124(1):130–138

    Article  Google Scholar 

  • Marschalko M, Yilmaz I, Bednarik M, Kubečka K, Bouchal T (2013) Application of the engineering-geological conditions in land-use plans in the Petrvald region (Czech Republic). Acta Geologica Sinica-English Edition 87(1):272–285

    Article  Google Scholar 

  • Nehyba S, Sikula J (2007) Depositional architecture, sequence stratigraphy and geodynamic development of the Carpathian Foredeep (Czech Republic). Geol Carpath 58(1):53–69

    Google Scholar 

  • Nishimura S, Gens A, Olivella S, Jardine RJ (2009) THM-coupled finite element analysis of frozen soil: formulation and application. Geotechnique 59(3):159–171

    Article  Google Scholar 

  • Ondrášik R, Vlčko J, Fendeková M (2011) Geological hazards and their prevention. Comenius University, Bratislava, p 286 (in Slovak)

  • Pan WD, Wang QC, Yu SS, Zhang XY (2003) Study on ground temperature change and characteristic response of engineering geology of permafrost along Qinghai-Tibet Railway. Sci China Ser E-Eng Mater Sci 46:78–90

    Article  Google Scholar 

  • Shi B, Tang C, Gao L, Liu C, Wang B (2012) Observation and analysis of the urban heat island effect on soil in Nanjing, China. Environ Earth Sci 67(1):215–229

    Article  Google Scholar 

  • Stoltz G, Cuisinier O, Masrouri F (2012) Multi-scale analysis of the swelling and shrinkage of a lime-treated expansive clayey soil. Appl Clay Sci 61:44–51

    Article  Google Scholar 

  • Tang CS, Shi B, Liu C, Zhao LZ, Wang BJ (2008) Influencing factors of geometrical structure of surface shrinkage cracks in clayey soils. Eng Geol 101(3–4):204–217

    Article  Google Scholar 

  • Tang CS, Shi B, Liu C, Suo WB, Gao L (2011) Experimental characterization of shrinkage and desiccation cracking in thin clay layer. Appl Clay Sci 52(1–2):69–77

    Article  Google Scholar 

  • Tashiro M, Noda T, Inagaki M, Nakano M (2011) Prediction of settlement in natural deposited clay ground with risk of large residual settlement due to embankment loading. Soils Found 51(1):133–149

    Article  Google Scholar 

  • Tenzer H, Park CH, Kolditz O, McDermott CI (2010) Application of the geomechanical facies approach and comparison of exploration and evaluation methods used at Soultz-sous-Forts (France) and Spa Urach (Germany) geothermal sites. Environ Earth Sci 61(4):853–880

    Article  Google Scholar 

  • Yilmaz I (2006) Indirect estimation of the swelling percent and a new classification of soils depending on liquid limit and cation exchange capacity. Eng Geol 85(3–4):295–301

    Article  Google Scholar 

  • Yilmaz I (2007) The effect of swelling clays on a water transport canal between Köklüce HPP and Erbaa HPP (Turkey). Bull Eng Geol Environ 66(4):467–472

    Article  Google Scholar 

  • Yilmaz I (2008) A case study for mapping of spatial distribution of free surface heave in alluvial soils (Yalova, Turkey) by using GIS software. Comput Geosci 34(8):993–1004

    Article  Google Scholar 

  • Yilmaz I, Karacan E (2002) Geo-technical properties of clayey alluvial soils in Erbaa basin. Int Geol Rev 44(2):179–190

    Article  Google Scholar 

  • Yilmaz I, Marschalko M (2012) A leaning historical monument formed by underground mining effect: an example from Czech Republic. Eng Geol 133:43–48

    Article  Google Scholar 

  • Yukselen-Aksoy Y, Kaya A, Oren AH (2008) Seawater effect on consistency limits and compressibility characteristics of clays. Eng Geol 102(1–2):54–61

    Article  Google Scholar 

  • Záruba Q, Mencl V (1974) Engineering geology, Academia Praha, p 511 (in Czech)

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Acknowledgments

Authors thank to European Union (CENTRAL EUROPE Programme co-financed by the ERDF) for the support for the project (COBRAMAN––1CE014P4) which is the base of this article. This paper has been elaborated in the framework of the project opportunity for young researchers, reg. no. CZ.1.07/2.3.00/30.0016, supported by Operational Programme Education for Competitiveness and co-financed by the European Social Fund and the state budget of the Czech Republic. Authors are deeply grateful to the anonymous reviewers for their very constructive comments and suggestions which led to the improvement of the quality of the paper.

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Correspondence to Işık Yilmaz.

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Yilmaz, I., Marschalko, M., Lamich, D. et al. Monitoring of heat transmission from buildings into geological environment and evaluation of soil deformation consequences in foundation engineering. Environ Earth Sci 72, 2947–2955 (2014). https://doi.org/10.1007/s12665-014-3200-2

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  • DOI: https://doi.org/10.1007/s12665-014-3200-2

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