See User Agreement for details.

CPeT-IT provides support for importing data from a GEF CPT data file. Browse to the directory where your .gef files are stored and select one so that you can specify the structure of the file.

CPeT-IT takes CPT data and performs basic interpretation in terms of Soil Behaviour Type (SBT) and various geotechnical soil and design parameters using current published correlations based on the comprehensive review by Lunne, Robertson and Powell (1997), as well as recent updates by Professor Robertson.

2021年11月10日 · This document is a user manual for CLiq liquefaction assessment software. CLiq was developed by GeoLogismiki to assess soil liquefaction using CPTU data. It provides a graphical interface for analyzing CPT data and calculates liquefaction factors including factor of safety, liquefaction potential index, and post-earthquake displacements.

The method by Bustamante and Gianeselli was based on the analysis of 197 pile load (and extraction) tests with a wide range of foundation and soil types, which may partly explain the good results obtained with the method. The method, also known as the LCPC method, is summarized in the following figures. 2012 GeoLogismiki f90 CPeT-IT User's ...

If the dissipation test has been carried out to equilibrium (i.e. 100% dissipation), the user can check the final equilibrium value against the assumed hydrostatic value calculated based on the user input GWL.

CPeT-IT User's Manual v.1.4 - Free download as PDF File (.pdf), Text File (.txt) or read online for free. The document describes several plots that are displayed in the main window of a CPT data analysis software.

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I've reviewed the GeoLogismiki CPeT-IT User's Manual. This comprehensive guide details CPTU data interpretation, including importing data from various formats, defining CPT parameters, advanced features like filtering and report customization, and geotechnical section creation.

CPeT-IT takes CPT data and performs basic interpretation in terms of Soil Behaviour Type (SBT) and various geotechnical soil and design parameters using current