Image Constructor current version to windows 7, 8.1, 10 x32 bit

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Download Image Constructor current version to windows 7, 8.1, 10 x32 bit from the server or mirror

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Cone Penetration Test Software - NovoCPTThe Image class provides methods for loading and saving raster images (bitmaps
) and vector images (metafiles). ... The Image class has these constructors.
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NovoCPT

NovoCPT


soil mechanics, geotechnical software
This feature is used for setting NovoCPT preferences and is accessible from toolbar through Tools 4 Option s. Please set your favorite methods for CPT interpretations. Some specific clarifications

This feature is used for setting NovoCPT preferences and is accessible from toolbar through Tools 4 Option s. Please set your favorite methods for CPT interpretations. Some specific clarifications are provided below:

Net Area Ratio a. is determined from laboratory calibration with a typical value between 0.7 to 0.85 and is used for calculating qt = qc + u2 (1- a )

Drill-out gap. NovoCPT automatically detects the drill outs based on the depth intervals and shows the corresponding gaps in the plots. The default value for drill-out gap is 0.15 m, meaning that if interval between two subsequent depth is 0.2m for example, the depth between 0.15m to 0.2m will be recognized as a drill-out. This default value can be set by the user

Apply Normalization Approach for Qtn. if selected, the iterative procedure proposed by Robertson 2009 will be applied to the analysis

Soil Behavior Type Unit Weights. use this tab to edit the unit weights associated with each soil type. This numbers will be used for overburden stress calculations

Use Robertson 2010 Equation (for soil unit weights). if selected, instead of the commonly used unit weight table, an equation proposed by Robertson, 2010 will be used during analysis

Potentially Liquefiable Soil Types. is used to specify the soil behavior types which are prone to liquefaction. It should be noted that CRR values will only be calculated at depths having one of the "potentially liquefiable" soil types

Fine-grained Soil Definitions. is used to specify the soil behavior types which should be considered as fine-g rained. These soil types will be used for consolidation settlement calculation

Plots Templates. is used to set the color, style and captions for each parameter chart. This settings will be saved in NovoCPT and will be used for next analysis as well

Units System. is used to set the unit system used for outputs and user interface presentations such as plots and tables. Both Metric and Imperial units are supported.

Press Save button when all parameters are set. NovoCPT will then re-calculate the dataset according to the new settings

User should be aware of any choice of correlation methods and formulas in this page


http://help.novotechsoftware.com/en/novocpt/preferences.htm
NovoCPT

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