Research on capillary pressure-saturation curve for a single fracture in an unsaturated fractured mass
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Research on capillary pressure-saturation curve for a single fracture in an unsaturated fractured mass
Vol. 27, Issue 8期 刊出日, (2006)
作者机构:
1. 西安理工大学 水电学院,西安,710048
2. 三峡大学 土木水电学院,宜昌,443002
作者简介:
基金信息:
DOI:
CLC:P641.135
Online First:26 November 2013,
Published:2006
稿件说明:
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LI Kang-hong, CHAI Jun-rui. Research on capillary pressure-saturation curve for a single fracture in an unsaturated fractured mass[J]. 2006, 27(8期 刊出日).
DOI:
LI Kang-hong, CHAI Jun-rui. Research on capillary pressure-saturation curve for a single fracture in an unsaturated fractured mass[J]. 2006, 27(8期 刊出日).DOI:
Research on capillary pressure-saturation curve for a single fracture in an unsaturated fractured mass
It is an issue to choose an appropriate capillary pressure-saturation curve in the research of unsaturated fractured mass. Based on the characteristic of the unsaturated fractured mass
the research on the capillary pressure-saturation curve in an unsaturated fractured mass is summarized. It can be seen that seepage in an unsaturated fractured mass has some special characteristics including capillary flow
film flow
preferential flow and facture-matrix interaction; three methods to establish the capillary pressure-saturation curve
including physical laboratory
numerical simulation and mathematical computation; and all the results of these methods are also summarized. Finally
according to the characteristics of the seepage in an unsaturated rock mass and all these result of the capillary pressure-saturation curve
the following results can be concluded: (1) there is no capillary pressure-saturation curve which can reflect the other characters of the seepage in unsaturated rock mass except the capillary flow; (2) it is a convenient method to build the capillary pressure-saturation curve by numerical simulation and mathematical computation; (3) the capillary pressure-saturation curve simulated by Brooks-Corey(BC) model is better than by van Genuchten(VG) at initial stage during drainage