Prediction of loess soil-water characteristic curve by mercury intrusion porosimetry
作者： Hua Li , Tong-lu Li , Ping Li , Ya-guo Zhang
DOI: 10.1007/S11629-019-5929-2
关键词: Suction 、 Range (statistics) 、 Soil science 、 Soil water 、 Materials science 、 Contact angle 、 Consistency (statistics) 、 Mercury intrusion porosimetry 、 Wetting 、 Loess
摘要: Mercury intrusion porosimetry (MIP) is a simple and fast way to obtain the pore distribution of soil can be used estimate soil-water characteristic curve (SWCC). In previous studies, was assumed perfect wettability material, contact angle (CA) interface taken as zero in SWCC prediction method. However, CA has proved much greater than even for hydrophilic soils according some experiments, it significant effect on predicting SWCC. this research, method by MIP, which takes fitting coefficient, proposed. The size curves are measured SWCCs two loess pressure plate filter paper tests. When 70° 50° wetting drying process, respectively, predicted agree well with SWCCs. suction range proposed 0–105 kPa. consistency results suggests that utilizing MIP test predict proper effective loess.
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sci-hub.st 参考文章(36)
Sidney Diamond, Asuri Sridharan, A. G. Altschaeffl, CLOSURE ON: PORE SIZE DISTRIBUTION STUDIES Journal of the Soil Mechanics and Foundations Division. ,vol. 98, pp. 770- 770 ,(1972) , 10.1061/JSFEAQ.0001766
J. Bachmann, S. K. Woche, M.-O. Goebel, M. B. Kirkham, R. Horton, Extended methodology for determining wetting properties of porous media Water Resources Research. ,vol. 39, pp. 1353- ,(2003) , 10.1029/2003WR002143
I. D. Sills, L. A. G. Aylmore, J. P. Quirk, A Comparison Between Mercury Injection and Nitrogen Sorption as Methods of Determining Pore Size Distributions Soil Science Society of America Journal. ,vol. 37, pp. 535- 537 ,(1973) , 10.2136/SSSAJ1973.03615995003700040021X
Min Wang, Lingwei Kong, Meng Zang, Effects of sample dimensions and shapes on measuring soil–water characteristic curves using pressure plate Journal of rock mechanics and geotechnical engineering. ,vol. 7, pp. 463- 468 ,(2015) , 10.1016/J.JRMGE.2015.01.002
T.A. Dijkstra, C.D.F. Rogers, I.J. Smalley, E. Derbyshire, Yong Jin Li, Xing Min Meng, The loess of north-central China: geotechnical properties and their relation to slope stability Engineering Geology. ,vol. 36, pp. 153- 171 ,(1994) , 10.1016/0013-7952(94)90001-9
S. K. Woche, M.-O. Goebel, M. B. Kirkham, R. Horton, R. R. Van der Ploeg, J. Bachmann, Contact angle of soils as affected by depth, texture, and land management European Journal of Soil Science. ,vol. 56, pp. 239- 251 ,(2005) , 10.1111/J.1365-2389.2004.00664.X
Jaroslav Feda, Collapse of loess upon wetting Engineering Geology. ,vol. 25, pp. 263- 269 ,(1988) , 10.1016/0013-7952(88)90031-2
P. H. Simms, E. K. Yanful, Predicting soil—water characteristic curves of compacted plastic soils from measured pore-size distributions Géotechnique. ,vol. 52, pp. 269- 278 ,(2002) , 10.1680/GEOT.2002.52.4.269
Enrique Romero, Paul H. Simms, Microstructure Investigation in Unsaturated Soils: A Review with Special Attention to Contribution of Mercury Intrusion Porosimetry and Environmental Scanning Electron Microscopy Geotechnical and Geological Engineering. ,vol. 26, pp. 705- 727 ,(2008) , 10.1007/S10706-008-9204-5
Zhen Liu, Xiong (Bill) Yu, Lin Wan, Influence of Contact Angle on Soil–Water Characteristic Curve with Modified Capillary Rise Method Transportation Research Record. ,vol. 2349, pp. 32- 40 ,(2013) , 10.3141/2349-05