D modeling ================ Characteristic of modeling -------------------------------------- Modeling D inherits modeling B, except that we use method SPENCER to calculate the FS. Tested sizes and results ---------------------------------- We test the value of the slippage indicator (DX from field DEPL_NOEU) on the same N391 node as modeling B. The result is shown in :ref:`Tableau 8`. The values of the safety factors are also tested during the refinement of the mesh and the geometric parameters contained in the table at the output of the macro-command. The results are shown in :ref:`Tableau 9` and :ref:`Tableau 10`. .. _table8_v101146 : **Table 8**: Reference value at node N391 of the ``cham_defo`` (Modeling B) .. csv-table:: :name: tab-8 :header-rows: 1 :widths: auto :align: center "**Identification**", "**Reference type**", "**Reference value**", "**Tolerance**" "X", "'NON_REGRESSION'", "0, 0"," 0.001%" .. _table9_v101146 : **Table 9**: Reference values from the FS table (Modeling B) .. csv-table:: :name: tab-9 :header-rows: 1 :widths: auto :align: center "**Nb** Refinement", "**Identification**", "**Reference Type**", "**Reference Value**", "**Tolerance**" "0", "FS", "'NON_REGRESSION'", "1.5767793385460"," 0.0001%" "1", "FS", "'NON_REGRESSION'", "1.5759488751600075"," 0.0001%" .. _table10_v101146 : **Table 10**: Reference values from the table of geometric parameters of the fracture surface .. csv-table:: :name: tab-10 :header-rows: 1 :widths: auto :align: center "**NUM_POINT**", "**Identification**", "**Reference type**", "**Reference value**", "**Tolerance**" "0"," COOR_X ", "'NON_REGRESSION'", "3.0"," 0.0001%" "," COOR_Y ", "'NON_REGRESSION'", "2.0"," 0.0001%" "1"," COOR_X ", "'NON_REGRESSION'", "5.04"," 0.0001%" "2"," COOR_X ", "'NON_REGRESSION'", "7.08"," 0.0001%" "3"," COOR_X ", "'NON_REGRESSION'", "''", "9.12"," 0.0001%" "4"," COOR_X ", "'NON_REGRESSION'", "''", "11.16"," 0.0001%" "5"," COOR_X ", "'NON_REGRESSION'", "13.2"," 0.0001%" "," COOR_Y ", "'NON_REGRESSION'", "''", "6.5"," 0.0001%"