2008
DOI: 10.2208/jscejf.64.353
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An Application of Risk Assessment Method of Water Inrush in Fractured Rock Masses to Actual Underground Construction Project

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Cited by 2 publications
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“…However, in order to establish a reasonable fracture network model, one of the most critical factors is to understand the true shape, orientation, and location of the fracture. The most often employed models cannot satisfactorily fit the observed data, despite the fact that several probabilistic models have been presented for the modeling of occurrence data. The Fisher, BiFisher, and Bingham distributions may hold about the same number of occurrence data, according to research. , Non-Fisher distribution models often involve many parameters, and it can be difficult to estimate each parameter precisely, which limits their applicability. Because of its usefulness, the Fisher distribution model is frequently adopted. …”
Section: Introductionmentioning
confidence: 99%
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“…However, in order to establish a reasonable fracture network model, one of the most critical factors is to understand the true shape, orientation, and location of the fracture. The most often employed models cannot satisfactorily fit the observed data, despite the fact that several probabilistic models have been presented for the modeling of occurrence data. The Fisher, BiFisher, and Bingham distributions may hold about the same number of occurrence data, according to research. , Non-Fisher distribution models often involve many parameters, and it can be difficult to estimate each parameter precisely, which limits their applicability. Because of its usefulness, the Fisher distribution model is frequently adopted. …”
Section: Introductionmentioning
confidence: 99%
“… 12 15 The Fisher, BiFisher, and Bingham distributions may hold about the same number of occurrence data, according to research. 15 , 16 Non-Fisher distribution models often involve many parameters, and it can be difficult to estimate each parameter precisely, which limits their applicability. Because of its usefulness, the Fisher distribution model is frequently adopted.…”
Section: Introductionmentioning
confidence: 99%
“…Discontinuity orientations in rock material are carefully observed when surface and underground excavations are made from efficiency and safety standpoints (Priest, 1993). Their orientation distribution is important for wellbore stability (Chen et al, 2008) and groundwater hydrology (e.g., Panda and Kultilake, 1999;Ohtsu et al, 2008). Accordingly, various clustering techniques for the orientations have been proposed since the 1970s by researchers mainly in civil engineering (e.g., Shanley and Mahtab, 1976;Wallbrecher, 1978;Curran, 1998, 1999;Peel et al, 2001;Marcotte and Henry, 2002;Klose et al, 2005;Jimenez-Rodriguez and Sitar, 2006).…”
Section: Introductionmentioning
confidence: 99%