Rock and Soil Mechanics ›› 2020, Vol. 41 ›› Issue (5): 1483-1491.doi: 10.16285/j.rsm.2019.1173

• Fundamental Theroy and Experimental Research • Previous Articles     Next Articles

Measurement and curve fitting for soil-waterer characteristic curve of mural plaster at Mogao Grottoes

CHEN Wen-wu1, 2, JIA Quan-quan1, TONG Yan-mei1   

  1. 1. School of Civil Engineering and Mechanics, Lanzhou University, Lanzhou, Gansu 730000, China; 2. Key Laboratory of Mechanics on Disaster and Environment in Western China of Ministry of Education, Lanzhou University, Lanzhou, Gansu 730000, China
  • Received:2019-07-04 Revised:2019-09-10 Online:2020-05-11 Published:2020-07-07
  • Supported by:
    This work was supported by the Major Proiect of Science and Technology of Gansu Province (18ZD2FA001).

Abstract: Mural plaster deterioration poses great threat to the long-term preservation and daily maintenance. The migration of soluble salts by moisture movement is one of the most important factors that causes mural plaster deterioration. The plaster plays an important role in supporting the murals. The soil-water characteristic of the mural plaster is related to the formation and development of mural deterioration. In order to study the soil-water characteristic curve (SWCC) of mural plaster in full suction range, laboratory reconstituted plasters were prepared by the same materials as the mural plaster in Mogao Grottoes, and the pressure plate test method and vapor equilibrium technique were employed. The SWCC test data was fitted by van Genuchten (VG) model and Fredlund Xing (FX) model. The SWCC of the reconstituted plaster samples with different compositions showed different characteristics, while the morphological differences between the coarse plaster and the fine plaster on the SWCC were not obvious. Under the same suction condition, the moisture content of the coarse plaster is higher than that of the fine plaster, and the coarse plaster has the characteristics of rapid release of moisture in the high suction range. By analyzing the trend of the SWCC in the high suction range, it is recommended that the humidity in the Mogao Grottoes should not exceed 58% in daily maintenance, and the humidity should be stable with no major fluctuations. Based on the experimental data in the full suction range, highly accurate SWCC can be obtained.

Key words: Mogao Grottoes, mural plaster, soil-water characteristic curve (SWCC), pressure plate method, vapor equilibrium technique, full suction range

CLC Number: 

  • TU 411
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[2] LI Ming-yu, SUN Wen-jing. Water retention behaviour of biochar-amended clay and its influencing mechanism [J]. Rock and Soil Mechanics, 2019, 40(12): 4722-4730.
[3] LIU Xing-zhi, LIU Xiao-wen, CHEN Ming, GU Ming-han. Soil-water characteristic curve based on particle contact model using three unequal particle sizes [J]. , 2018, 39(2): 651-656.
[4] ZHANG Hu-yuan , JIANG Xiao , WANG Jin-fang , LI Xiu-xiang,. A study on the mechanism of capillary-driven transport of soluble salt in mural plaster [J]. , 2016, 37(1): 1-11.
[5] ZHANG Hua ,HU Wen-long ,CHEN Shan-xiong,. A method for predicting evaporation process in unsaturated soil surface [J]. , 2014, 35(S2): 129-134.
[6] JIANG Xiao , ZHANG Hu-yuan , YAN Geng-sheng , WANG Jin-fang,. Research on effects of humidity on capillary migration of salt solutions in mural plaster [J]. , 2014, 299(2): 459-465.
[7] SUN De-an , LIU Wen-jie , Hai-bo,. Soil-water characteristic curve of Guilin lateritic clay [J]. , 2014, 35(12): 3345-3351.
[8] SUN De-an ,ZHANG Jun-ran ,Lü Hai-bo . Soil-water characteristic curve of Nanyang expansive soil in full suction range [J]. , 2013, 34(7): 1839-1846.
[9] SUN De-an , ZHANG Jin-yi , SONG Guo-seng . Experimental study of soil-water characteristic curve of chlorine saline soil [J]. , 2013, 34(4): 955-960.
[10] LI Zui-xiong ,SHAO Ming-shen ,CHEN Rui. Impact of PS on permeability of unsaturated ruins clay [J]. , 2011, 32(7): 2039-2044.
[11] CAI Guo-qing, ZHAO Cheng-gang, LIU Yan. An indirect method for predicting permeability coefficients of unsaturated soils at different temperatures [J]. , 2011, 32(5): 1405-1410.
[12] WANG Xu-dong, GUO Qing-lin, LI Zui-xiong, KOIZUMI Keigo. Research on permeability of surrounding rock at Dunhuang Mogao Grottoes [J]. , 2010, 31(10): 3139-3144.
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