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Acknowledgements
We thank Dunhuang Research Academy for their support. We would also like to show our gratitude to Mr. Yanwu Wang, Mr. Yu Zhu, Mr. Guojing Zhao, Mr. Junlin Liu, Miss Bei Fan and Mrs Huiping Cui for their assistance during the fieldwork as well as Mrs Hong Zhang and Dr Mona Edwards for their kind help in Laboratory.
Funding
This research was funded by UK Engineering and Physical Sciences Research Council (EPSRC) grant for the Centre for Doctoral Training Science and Engineering in Art, Heritage and Archaeology (EP/L016036/1) and the Science and Technology Department of Gansu Province, China [Provincial Science and Technology Major Project ‘Development and application of deterioration prevention techniques for sandstone cave-temples’, No. 18ZD2FA001].
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Appendix
Appendix
Formulas for calculating sorptivity (\(S)\) and capillary saturated moisture content (\(\theta_{\text{cap}}\))
\(x\left( t \right)\): penetration distance of wet front at time t. \(R_{\text{wet}} \left( t \right)\): radius of wetting area at time t. \(V_{\text{wet}} \left( t \right)\): wetted volume of stone at time t. \(R_{e}\): radius of effective contact zone. θcap: capillary saturated moisture content. \(V_{\text{abs}}\): absorbed water volume, i.e. decrease in volume of water observed in Karsten tube. \(\gamma\): constant, 0.75. \(S\): sorptivity, capacity to absorb water by capillarity.
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Wang, Y., Pei, Q., Yang, S. et al. Evaluating the Condition of Sandstone Rock-Hewn Cave-Temple Façade Using In Situ Non-invasive Techniques. Rock Mech Rock Eng 53, 2915–2920 (2020). https://doi.org/10.1007/s00603-020-02063-w
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DOI: https://doi.org/10.1007/s00603-020-02063-w