1D Consolidation Results |
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Post Dialog consists of 4 tabs related to settlements and degree of consolidation and 3 tabs related to ground strength increase. The selection of analysis positions and Layer Sets in the Results window operates in conjunction with the Results Tree list in Post Dialog. Applicable Modules:
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From the Main Menu, select Window > Window > Results Tree |
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Consolidation Settlement CurveTime-Load graph and Time-Settlement graph are generated at the check positions. Position for Results Select the check position at which the load and settlement results will be extracted relative to time. Layer Set The Layer Set table lists the ground surface and layers at the corresponding check position. The cell colors of the layer sets are identical to the colors of the model Layer Sets.
Consolidation Settlement Table Extract the results of the final Primary Consolidation settlements (immediate settlement in case of sandy soils) and the Secondary Consolidation settlements of the ground surface and the corresponding ground layers at the check position. Select Mesh Sets to be assigned boundary conditions.
Curve for Degree of Consolidation Time-Load graph and Time-Consolidation graph are generated at the check positions. Position for Results Select the check position at which the load and consolidation results will be extracted relative to time. Layer Set The Layer Set table lists the ground surface and layers at the corresponding check position. The cell colors of the layer sets are identical to the colors of the model Layer Sets.
Consolidation Settlement and Degree of Consolidation Graph by Stages Position for Results Select the check position at which the results of the staged consolidation settlements and degree of consolidation will be extracted. Output Option The results of the Total Settlement, Degree of Consolidation and Residual Settlement in addition to the settlement and degree of consolidation for each Layer Set are produced. Construction Stage Results produced by Construction Stages. Time Interval (day) Results produced by the Time Interval specified by the user.
Increased Ground Stress (∆P) The initial in-ground stress of each ground layer of the corresponding analysis case and the increased in-ground stress at each stage (or at a time one embankment) are produced.
Increased Strength Parameters (c,Φ) The initial ground strength of each ground layer of the corresponding analysis case and the increased ground strength parameters at each stage (or at a time one embankment) are produced.
Detail by Stages The process of calculating the increased ground strength parameters at each stage (or at a time one embankment) for each ground layer of the corresponding analysis case is produced. Construction Stages Specify the Construction Stage at which the calculation process will be checked.
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