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2012-02-28_REVISION - M1980244 (70)
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2012-02-28_REVISION - M1980244 (70)
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Last modified
8/24/2016 4:49:12 PM
Creation date
3/15/2012 1:21:10 PM
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Template:
DRMS Permit Index
Permit No
M1980244
IBM Index Class Name
REVISION
Doc Date
2/28/2012
Doc Name
VOL 5, Appendix C: Design Calculations
From
CC&V
To
DRMS
Type & Sequence
AM10
Email Name
TC1
Media Type
D
Archive
No
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Phase <br />• Ph -No. <br />Start <br />phase <br />Calculation type <br />Load input <br />First <br />step <br />Last step <br />Initial phase <br /><Phase 1> <br />< Phase 2> <br />0 <br />1 <br />2 <br />0 <br />0 <br />1 <br />Plastic analysis <br />Plastic analysis <br />- <br />Staged construction <br />Staged construction <br />0 <br />1 <br />8 <br />0 <br />7 <br />24 <br />Ph -No. <br />Active clusters <br />Inactive clusters <br />Active beams <br />Active <br />geotextiles <br />Active anchors <br />0 <br />1 <br />2 <br />1. <br />1. <br />1. <br />1 <br />2 <br />Standard <br />Standard <br />0.010 <br />0.010 <br />1.200 <br />1.200 <br />Ph -No. <br />Iterative <br />procedure <br />Tolerated <br />error <br />Over <br />relaxation <br />Max. <br />iterations <br />Desired <br />min. <br />Desired <br />max. <br />Arc - length <br />control <br />1 <br />2 <br />Standard <br />Standard <br />0.010 <br />0.010 <br />1.200 <br />1.200 <br />60 <br />60 <br />6 <br />6 <br />15 <br />15 <br />Yes <br />Yes <br />Ph -No. <br />Displ. <br />Load A <br />Load B <br />Weight <br />Accel <br />Time <br />s -f <br />0 <br />0.0000 <br />0.0000 <br />0.0000 <br />0.0000 <br />0.0000 <br />0.0000 <br />0.0000 <br />1 <br />0.0000 <br />0.0000 <br />0.0000 <br />0.0000 <br />0.0000 <br />0.0000 <br />0.0000 <br />2 <br />0.0000 <br />0.0000 <br />0.0000 <br />0.0000 <br />0.0000 <br />0.0000 <br />0.0000 <br />Ph -No. <br />Displ. <br />Load A <br />Load B <br />Weight <br />Accel <br />Time <br />s -f <br />0 <br />1.0000 <br />1.0000 <br />1.0000 <br />1.0000 <br />0.0000 <br />0.0000 <br />1.0000 <br />1 <br />1.0000 <br />1.0000 <br />1.0000 <br />1.0000 <br />0.0000 <br />0.0000 <br />1.0000 <br />2 <br />1.0000 <br />1.0000 <br />1.0000 <br />1.0000 <br />0.0000 <br />0.0000 <br />1.0000 <br />Ph -No. <br />Additional steps <br />Reset displacements <br />to zero <br />Ignore undrained <br />behaviour <br />Delete intermediate <br />steps <br />1 <br />2 <br />250 <br />250 <br />No <br />Yes <br />No <br />No <br />Yes <br />Yes <br />Ph -No. <br />Displ. <br />Load A <br />Load B <br />Weight <br />Accel <br />Time <br />s -f <br />0 <br />1.0000 <br />1.0000 <br />1.0000 <br />1.0000 <br />0.0000 <br />0.0000 <br />1.0000 <br />1 <br />1.0000 <br />1.0000 <br />1.0000 <br />1.0000 <br />0.0000 <br />0.0000 <br />1.0000 <br />2 <br />1.0000 <br />1.0000 <br />1.0000 <br />1.0000 <br />0.0000 <br />0.0000 <br />1.0000 <br />PLAXIS 8.x Professional version <br />4. Calculation phases <br />Table 151 List of phases <br />Table 161 Staged construction info <br />Table 171 Control parameters 1 <br />Table 181 Control parameters 2 <br />Table 191 Incremental multipliers (input values <br />4.1. Total multipliers <br />Table 1101 Total multipliers - input values <br />Table 1111 Total multipliers - reached values <br />7 <br />
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