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In the Ordered Logit, on the other hand, the regression estimates a joint coefficient for the impact of the age at arrival 6-9 dummy.
In contrast to the predictions obtained from the multinomial Logit (Figure 3), where the probability of HSD increased with age at arrival and the probability of HSG decreased with age at arrival as the Ordered Logit estimates a joint coefficient for all the lower outcomes (due to the proportional odds assumption), it predicts that both the probabilities of HSD and HSG decrease with age at arrival.
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Joint roughness coefficient (JRC) and Joint Wall Compressive Strength (JCS) were obtained through analysis of the shear tests.
The BB model accounts for asperity roughness and strength through the joint roughness coefficient (JRC) and joint wall compressive strength (JCS) parameters.
In addition, rock mass parameters including rock quality designation (RQD), uniaxial compressive strength (UCS), joint roughness coefficient (JRC) and Schmidt number (RN) show close relationship with P-wave velocity.
The results show that joint roughness coefficient (JRC) distribution of fracture profiles follows a Gauss function, where JRC is an extensively accepted parameter for characterizing fracture surface roughness in rock mechanics and rock engineering.
Using the verified FE models, a comprehensive parametric study is subsequently conducted to explore how each selected non-dimensional parameter affects local joint flexibility coefficient (fLJF) and mechanism is given based on a simplified mechanical model.
Since proton and bisulphate diffusion in a sulphate solution are thought to be coupled by a rapid equilibrium, it is only possible to determine a joint diffusion coefficient for the two species.
Barton and Choubey (1977) proposed the well-known shear strength criterion for rough rock joints with the roughness explicitly denoted using the joint roughness coefficient (JRC).
Fracture roughness is quantified as joint roughness coefficient (JRC), and JRC was determined by a visual comparison of fracture profile measured with standard roughness profile suggested by Barton and Choubey (1977).
The results presented in Fig. 8 are inconsistent with the empirical law of (Barton et al. 1985) which suggests that the ratio w h /w should linearly increase with w: frac{{w_{h} }}{w} = frac{w}{{{text{JRC}}^{2.5} }} (2 where JRC is the joint roughness coefficient of the fracture surfaces.
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Justyna Jupowicz-Kozak
CEO of Professional Science Editing for Scientists @ prosciediting.com