A Formulation for Scanning Soil-water Characteristic Curves
Öz
The hysteretic nature of
soil water characteristic curve (SWCC) is captured assuming the virgin drying
and virgin wetting (a.k.a. imbibition) curves; which can be obtained from
experiments or various fitting equations in the literature, bound all possible
values during transition from one regime to the other. The scanning curves
(transitions between virgin wetting and drying SWCC) are modelled by using
geometry-based relations, which are devised by means of the observations on the
shapes of graphs of experimental data found in the literature. The proposed
relations can be used in incremental form to predict suction in different
frameworks (e.g. infiltration, evaporation) and related physical problems. An
empirical equation is proposed for power parameter (K), which is introduced in the relations. Only virgin wetting and
virgin drying SWCCs and regime reversal point suffice to model a scanning curve
in the developed formulations.
Anahtar Kelimeler
Kaynakça
- [1] Miller, G.A., Khoury, C.N., Muraleetharan, K.K., Liu, C., and Kibbey, T.C.G. "Effects of soil skeleton deformations on hysteretic soil water characteristic curves: Experiments and simulations". Water Res. Res. 44, W00C06, (2008).
- [2] Lins, Y., Zou, Y., and Schanz, T. "Physical modelling of SWCC for granular materials". Theoretical and numerical unsaturated soil mechanics, Weimar, Germany, 61-74, (2007).
- [3] Hammervold, W.L., Knutsen, Ø., Iversen, J.E., and Skjæveland, S.M. "Capillary pressure scanning curves by the micropore membrane technique". Journal of Petroleum Science and Engineering 20: 253-258, (1998).
- [4] Viane, P., Vereecken, H., Diels, J., and Feyen, J. "A statistical analysis of six hysteresis models for the moisture retention characteristic". Soil Sci. 157: 345-355, (1994).
- [5] Watson, K.K., Reginato, R.J., Jackson, R.D. "Soil water hysteresis in a field soil". Soil Sci. Soc. America J. 157: 345-355, (1975).
- [6] Topp, G.C. "Soil water hysteresis in silt loam and clay loam soils". Water Res. Res. 7: 914-920, (1971).
- [7] Li, X.S. "Modelling of hysteresis response for arbitrary wetting/drying paths". Computers and Geotechnics, 32(2): 133-137, (2005).
- [8] Pedroso, D.M., and Williams, D.J. "A novel approach for modelling soil- water characteristic curves with hysteresis". Computers and Geotechnics, 37(3): 374-380, (2010).
Ayrıntılar
Birincil Dil
İngilizce
Konular
Mühendislik
Bölüm
Araştırma Makalesi
Yayımlanma Tarihi
1 Aralık 2018
Gönderilme Tarihi
10 Ağustos 2017
Kabul Tarihi
-
Yayımlandığı Sayı
Yıl 2018 Cilt: 21 Sayı: 4
Cited By
Microstructure-based estimation of unsaturated shear strength from simple evaporation test
Bulletin of Engineering Geology and the Environment
https://doi.org/10.1007/s10064-023-03340-y