Thermomechanical behavior of Pravcicka Brana Rock Arch (Czech Republic)

The paper discusses the results of research devoted to the preservation of a natural heritage site carried out at Pravcicka Brana Rock Arch, the largest natural sandstone bridge in Europe, located in the Bohemian Switzerland National Park, Czech Republic. One of the objectives of the study was to explore natural diurnal and annual temperature oscillations at the shallowest part of the rock mass and to acquire an insight into the heat balance both at the surface and within the rock mass. In 2009, four thermocouples were embedded at two positions (eastern and western sides) in a longitudinal direction sequence: rock surface and three different depths 0.10, 0.40, and 0.90 m. Calculation of heat flux inside the rock mass was treated with Fourier’s series which analyzes periodic temperature variation into a set of harmonics of the dominant diurnal or annual waves. Based on the results of Fourier’s analysis, fundamental thermophysical parameters were determined. These were used as the input data to establish a numerical model of temperature distribution in the near surface depth and thermomechanical (kinematic) behavior of the rock arch. Apart from in situ temperature monitoring data, the displacement time series data for the period 1993–2012 recorded by portable crack gauges in 1-month intervals were available. Finally, the rate of displacements in the model simulations was analyzed and compared with those recorded by on site displacement monitoring. Model simulations detected the existence of thermally driven deformation comprising both quasi-cyclic (reversible) movements and irreversible (plastic) deformations which in fact affirm the idea that temperature oscillations are the most contributing factor to the total displacement rate observed at the Pravcicka Brana Rock Arch. Based on the results of model simulation, the authors address the key issue whether the actual deformation mechanism and dynamics will have any influence on the stability of the Pravcicka Brana Rock Arch.

[1]  Véronique Merrien-Soukatchoff,et al.  Near‐surface temperatures and heat balance of bare outcrops exposed to solar radiation , 2011 .

[2]  Z. Varilová,et al.  The application of non-destructive methods to assess the stability of the national nature monument of the Pravčická Brána Rock Arch, Czech Republic , 2014 .

[3]  M. André,et al.  New insights into rock weathering from high-frequency rock temperature data: an Antarctic study of weathering by thermal stress , 2001 .

[4]  K. Hall,et al.  Thermal gradients and rock weathering at low temperatures: Some simulation data , 1991 .

[5]  C. Pastén Geomaterials subjected to repetitive loading: implications on energy systems , 2013 .

[6]  Valentin Gischig,et al.  Thermomechanical forcing of deep rock slope deformation: 2. The Randa rock slope instability , 2011 .

[7]  Véronique Merrien-Soukatchoff,et al.  Influence of daily surface temperature fluctuations on rock slope stability : case study of the Rochers de Valabres slope (France) , 2005 .

[8]  J. P. McGreevy,et al.  Thermal properties as controls on rock surface temperature maxima, and possible implications for rock weathering , 1985 .

[9]  E. Vargas,et al.  On mechanisms for failures of some rock slopes in Rio de Janeiro, Brazil: thermal fatigue? , 2004 .

[10]  T. Stewart,et al.  Temperature influence on rock slope movements at Checkerboard Creek , 2004 .

[11]  W. B. Whalley,et al.  Rock temperatures from southeast Morocco and their significance for experimental rock-weathering studies , 1984 .

[12]  O. J. Zobel,et al.  Heat conduction with engineering and geological applications , 1948 .

[13]  Patricia Warke,et al.  Thermal response characteristics of stone: Implications for weathering of soiled surfaces in urban environments , 1996 .

[14]  B. J. Smith,et al.  Rock temperature measurements from the northwest Sahara and their implications for rock weathering , 1977 .

[15]  Raquel Quadros Velloso,et al.  On the Effect of Thermally Induced Stresses in Failures of Some Rock Slopes in Rio de Janeiro, Brazil , 2012, Rock Mechanics and Rock Engineering.

[16]  Steven D. Glaser,et al.  Thermally vs. seismically induced block displacements in Masada rock slopes , 2013 .

[17]  D. Wyllie,et al.  Rock Slope Engineering: Fourth Edition , 2004 .

[18]  N. Barton,et al.  The shear strength of rock joints in theory and practice , 1977 .

[19]  Surface-inside (10 cm) thermal gradients in granitic rocks: effect of environmental conditions , 2002 .

[20]  Bjørn Nilsen,et al.  Meteorological effects on seasonal displacements of the Åknes rockslide, western Norway , 2011 .

[21]  Fields investigations, monitoring and modeling in the identification of rock fall causes , 2004 .

[22]  N. Matsuoka,et al.  Mechanisms of rock breakdown by frost action: An experimental approach , 1990 .

[23]  Vladimir Greif,et al.  Rock displacement and thermal expansion study at historic heritage sites in Slovakia , 2009 .

[24]  Fred H. Kulhawy,et al.  Stress deformation properties of rock and rock discontinuities , 1975 .

[25]  A. Rice Insolation warmed over , 1976 .

[26]  A. Rice Insolation warmed over: Comment and reply: REPLY , 1977 .

[27]  E. Astm Standard test method for thermal diffusivity of solids by the flash method , 1992 .

[28]  J. Roering,et al.  Climatic controls on frost cracking and implications for the evolution of bedrock landscapes , 2007 .

[29]  G. Bürger,et al.  Impact of climate change on slope stability using expanded downscaling , 2000 .

[30]  Rafael Fort,et al.  Surface temperature differences between minerals in crystalline rocks: Implications for granular disaggregation of granites through thermal fatigue , 2006 .

[31]  R. Dikau,et al.  Modeling historical climate variability and slope stability , 2004 .

[32]  H. Markewich The Nature of Weathering: An Introduction , 1989 .

[33]  S. Siegesmund,et al.  The bowing potential of granitic rocks: rock fabrics, thermal properties and residual strain , 2008 .

[34]  Douglas D. Cortes,et al.  Physical and numerical modelling of the thermally induced wedging mechanism , 2015 .

[35]  Gene Simmons,et al.  Thermal expansion behavior of igneous rocks , 1974 .

[36]  N. Matsuoka Microgelivation versus macrogelivation: towards bridging the gap between laboratory and field frost weathering , 2001 .

[37]  Keyblock Stability in Seismically Active Rock Slopes—Snake Path Cliff, Masada , 2003 .

[38]  Christopher P. McKay,et al.  The cryptoendolithic microbial environment in the Antarctic cold desert: Temperature variations in nature , 2004, Polar Biology.

[39]  Y. Fujii,et al.  Analysis of natural rock slope deformations under temperature variation: A case from a cool temperate region in Japan , 2011 .

[40]  J. C. Jaeger,et al.  Conduction of Heat in Solids , 1952 .

[41]  N. Barton,et al.  FUNDAMENTALS OF ROCK JOINT DEFORMATION , 1983 .

[42]  Valentin Gischig,et al.  Thermomechanical forcing of deep rock slope deformation: 1. Conceptual study of a simplified slope , 2011 .