A micro-experimental insight into the mechanical behavior of sticky rice slurry-lime mortar subject to wetting-drying cycles
Source abstract
Abstract
As an organic-inorganic composite material, sticky rice slurry-lime mortar (SLM) is being used more and more as a repair material in the preservation of cultural heritage. Taking advantage of environmental scanning electron microscopy and the digital-image correlation technique, the microdeformation and damage mechanisms of SLM subject to wetting/drying are investigated in this study. Three wetting-drying cycles between 20 and 98 % relative humidity (RH) are carried out with different hydric loading rates (i.e., 10 % RH/min, 40 % RH/min, instantaneous RH change). Micro-observation and full-field strain measurement are performed on a domain of size 400 $$\times $$ 345 $$\upmu $$ m $$^2$$ . The results reveal that SLM subject to wetting-drying exhibits a heterogeneous strain field that correlates well with the heterogeneous microstructure of the SLM. In the first cycle, the global swelling strain is 0.25 % when RH increases from 20 to 98 %; when re-drying back to 20 % RH, we found an irreversible strain 0.04 %. The latter is demonstrated to arise from the propagation of pre-existing microcracks during the drying path. However, in the following two wetting-drying cycles, the microcracks become stable, and the irreversible strain changes slightly.
Source: openaire · Quality: candidate unverified · Source record ↗
Research context
OpenAlex topics: Building materials and conservation · Concrete and Cement Materials Research · Hygrothermal properties of building materials
SciVX discovery tags are terminology-based. OpenAlex topics are source-provided classifications.
References (32)
Show source-provided references
1. Riccardi M, Duminuco P, Tomasi C, Ferloni P (1998) Thermal, microscopic and X-ray diffraction studies on some ancient mortars. Thermochim Acta 321(1):207–21410.1016/S0040-6031(98)00461-4 ↗
2. Güleç A, Tulun T (1997) Physico-chemical and petrographical studies of old mortars and plasters of anatolia. Cem Concr Res 27(2):227–23410.1016/S0008-8846(97)00005-7 ↗
3. Yang F, Zhang B, Pan C, Zeng Y (2009) Traditional mortar represented by sticky rice lime mortar one of the great inventions in ancient china. Sci China Ser E 52(6):1641–164710.1007/s11431-008-0317-0 ↗
4. Yang Y, Zhang B, Ma Q (2010) Study of sticky rice-lime mortar technology for the restoration of historical masonry construction. Acc Chem Res 43(6):936–94410.1021/ar9001944 ↗
5. Zhao P, Jackson MD, Zhang Y, Li G, Monteiro PJ, Yang L (2015) Material characteristics of ancient Chinese lime binder and experimental reproductions with organic admixtures. Constr Build Mater 84:477–48810.1016/j.conbuildmat.2015.03.065 ↗
6. Peng H, Zhang Q, Li N, Wang D (2011) Effect of sticky rice paste on properties of tabia used to repair ancient earthen ruins. J Build Mater 14(5):718–722 (in Chinese)
7. Yang R, Lemarchand E, Fen-Chong T, Azouni A (2015) A micromechanics model for partial freezing in porous media. Int J Solids Struct 75:109–12110.1016/j.ijsolstr.2015.08.005 ↗
8. Coussy O (2006) Deformation and stress from in-pore drying-induced crystallization of salt. J Mech Phys Solids 54(8):1517–154710.1016/j.jmps.2006.03.002 ↗
9. Wei G, Zhang H, Wang H, Fang S, Zhang B, Yang F (2012) An experimental study on application of sticky rice-lime mortar in conservation of the stone tower in the Xiangji temple. Constr Build Mater 28(1):624–63210.1016/j.conbuildmat.2011.09.008 ↗
10. Blanchart P, Gaillard J, Weber F (1995) The drying of clay minerals and mixed clay minerals. J Mater Sci 30(9):2319–2324. doi: 10.1007/BF0118458010.1007/BF01184580 ↗
11. Mortimer B, Drodge DR, Dragnevski KI, Siviour CR, Holland C (2013) In situ tensile tests of single silk fibres in an environmental scanning electron microscope (ESEM). J Mater Sci 48(14):5055–5062. doi: 10.1007/s10853-013-7293-x10.1007/s10853-013-7293-x ↗
12. Romero E, Simms PH (2009) Microstructure investigation in unsaturated soils: a review with special attention to contribution of mercury intrusion porosimetry and environmental scanning electron microscopy. In: Tarantino A (ed) Laboratory and field testing of unsaturated soils. Springer, Dordrecht, pp 93–11510.1007/978-1-4020-8819-3_8 ↗
13. Arizzi A, Viles H, Cultrone G (2012) Experimental testing of the durability of lime-based mortars used for rendering historic buildings. Constr Build Mater 28(1):807–81810.1016/j.conbuildmat.2011.10.059 ↗
14. Yoon J, El Mohtar CS (2015) Constitutive model parameters of concentrated bentonite suspensions modified with sodium pyrophosphate. J Mater Sci 50(15):5253–5261. doi: 10.1007/s10853-015-9073-210.1007/s10853-015-9073-2 ↗
15. Wang L, Bornert M, Héripré E, Chanchole S, Tanguy A (2014) Full-field measurements on low-strained geomaterials using environmental scanning electron microscopy and digital image correlation: Improved imaging conditions. Strain 50(5):370–38010.1111/str.12076 ↗
16. Wang L, Bornert M, Héripré E, Yang D, Chanchole S (2014) Irreversible deformation and damage in argillaceous rocks induced by wetting/drying. J Appl Geophys 107:108–11810.1016/j.jappgeo.2014.05.015 ↗
17. Wang L, Bornert M, Héripré E, Chanchole S, Pouya A, Halphen B (2015) Micro-scale insight into the influence of humidity on the mechanical behavior of mudstones. J Geophys Res 120(5):3173–318610.1002/2015JB011953 ↗
18. Cai W, Bisschop J (2012) Optical method for measuring slow crack growth in cementitious materials. Mater Struct 45(11):1613–162310.1617/s11527-012-9860-z ↗
19. Song Y, Zhong G (1976) Tian Gong Kai Wu. Guangdong Renmin press, Guang Zhou
20. ASTM-D1557, (2009) Standard test methods for laboratory compaction characteristics of soil using modified effort. ASTM, West Conshohocken
21. Al-Mukhtar M, Khattab S, Alcover JF (2012) Microstructure and geotechnical properties of lime-treated expansive clayey soil. Eng Geol 139:17–2710.1016/j.enggeo.2012.04.004 ↗
22. Ismail M, Joer H, Randolph M, Meritt A (2002) Cementation of porous materials using calcite. Géotechnique 52(5):313–32410.1680/geot.2002.52.5.313 ↗
23. Parvinzadeh Gashti M, Stir M, Bourquin M, Hulliger J (2013) Mineralization of calcium phosphate crystals in starch template inducing a brushite kidney stone biomimetic composite. Cryst Growth Des 13(5):2166–217310.1021/cg4002434 ↗
24. Thomson W (1872) On the equilibrium of vapour at a curved surface of liquid. Proc R Soc Edinb 7:63–6810.1017/S0370164600041729 ↗
25. Delage P, Marcial D, Cui Y, Ruiz X (2006) Ageing effects in a compacted bentonite: a microstructure approach. Géotechnique 56(5):291–30410.1680/geot.2006.56.5.291 ↗
26. Bisschop J, Wittel FK (2011) Contraction gradient induced microcracking in hardened cement paste. Cem Concr Comp 33(4):466–47310.1016/j.cemconcomp.2011.02.004 ↗
27. Sutton MA, Orteu JJ, Schreier H (2009) Image correlation for shape, motion and deformation measurements: basic concepts, theory and applications. Springer, New York
28. Bornert M, Brémand F, Doumalin P, Dupré JC, Fazzini M, Grédiac M, Hild F, Mistou S, Molimard J, Orteu JJ (2011) Assessment of digital image correlation measurement errors: methodology and results. Exp Mech 49(3):353–37010.1007/s11340-008-9204-7 ↗
29. Allais L, Bornert M, Bretheau T, Caldemaison D (1994) Experimental characterization of the local strain field in a heterogeneous elastoplastic material. Acta Metall Mater 42(11):3865–388010.1016/0956-7151(94)90452-9 ↗
30. Laird DA (2006) Influence of layer charge on swelling of smectites. Appl Clay Sci 34(1):74–8710.1016/j.clay.2006.01.009 ↗
31. Wang L, Pouya A, Bornert M, Halphen B (2014) Modelling the internal stress field in argillaceous rocks under humidification/desiccation. Int J Numer Anal Met 38(16):1664–168210.1002/nag.2267 ↗
32. Hedan S, Cosenza P, Valle V, Dudoignon P, Fauchille AL, Cabrera J (2012) Investigation of the damage induced by desiccation and heating of tournemire argillite using digital image correlation. Int J Rock Mech Min 51:64–7510.1016/j.ijrmms.2012.01.001 ↗