User Tools

Site Tools


laws:orthopla

Differences

This shows you the differences between two versions of the page.

Link to this comparison view

Both sides previous revision Previous revision
Next revision
Previous revision
laws:orthopla [2023/12/01 16:25]
hangbiao [Cohesion anisotropy with major principal stress orientation relative to bedding (IANISO = 0)]
laws:orthopla [2024/01/23 12:15] (current)
hangbiao
Line 47: Line 47:
 Considering cross-anisotropy,​ i.e. transverse isotropy, and refering the problem to the principal material axes implies $A_{ij} = 0$ for $i \neq j$, $A_{ii} = A_{11}+A_{22}+A_{33} = 0$, $A_{11} = A_{33}$ if the bedding plane is in ($e_1, e_3$) anisotropic plane, $A_{22} = -2A_{11}$, implying : Considering cross-anisotropy,​ i.e. transverse isotropy, and refering the problem to the principal material axes implies $A_{ij} = 0$ for $i \neq j$, $A_{ii} = A_{11}+A_{22}+A_{33} = 0$, $A_{11} = A_{33}$ if the bedding plane is in ($e_1, e_3$) anisotropic plane, $A_{22} = -2A_{11}$, implying :
 \[A_{ij}l_il_j = A_{l1}(1-3l_2^2)\] \[A_{ij}l_il_j = A_{l1}(1-3l_2^2)\]
-where $A_{11}$ is the component of the microstructure operator $A_{ij}$ in the isotropic (bedding) plane. The late expression for cohesion becomes :+where $A_{11}$ is the component of the microstructure operator $A_{ij}$ in the isotropic (bedding) plane. The late expression for cohesion becomes ​(Pardoen, 2015)((Pardoen,​ B. (2015) ​ Hydro-mechanical analysis of the fracturing induced by the excavation of nuclear waste repository galleries using shear banding. Thesis, Liège University.)):
 \[c= c_0 \left( 1+A_{l1}(1-3l_2^2) + b_1A_{l1}^2(1-3l_2^2)^2 + b_2A_{l1}^3(1-3l_2^2)^3 + … \right)\] \[c= c_0 \left( 1+A_{l1}(1-3l_2^2) + b_1A_{l1}^2(1-3l_2^2)^2 + b_2A_{l1}^3(1-3l_2^2)^3 + … \right)\]
  
Line 162: Line 162:
 |E3F|Final elastic Young modulus E($e_{3f}$)| |E3F|Final elastic Young modulus E($e_{3f}$)|
 |Gamma7|equivalent strain at which the Young'​s modulus has reduced to 0.7 times | |Gamma7|equivalent strain at which the Young'​s modulus has reduced to 0.7 times |
 +|Aa|Fitting parameter |
 ^ Line 8 (7G10.0) (Only if IECPS = 2 or 3) ^^  ^ Line 8 (7G10.0) (Only if IECPS = 2 or 3) ^^ 
 |PSICPEAK| Peak of dilatancy angle for compressive paths (If IECPS=2 then PSICPEAK is the initial value of dilatancy angle| |PSICPEAK| Peak of dilatancy angle for compressive paths (If IECPS=2 then PSICPEAK is the initial value of dilatancy angle|
laws/orthopla.1701444328.txt.gz · Last modified: 2023/12/01 16:25 by hangbiao