Contents

About
References
License Agreement
Updates
Contact us
Contents
Introduction to NovoCPT
General Tips for NovoCPT Users
Data Entry
Starting a New Project
Importing From CPT Data File
Loading NovoCPT Projects
Project Information
CPT Borehole Data
Site Data
Editing the Raw Data
Viewing the Original CPT File
Saving the Projects
Analysis Results
Tabular Data
Exporting the Results
Working with Charts
Charts Settings
Chart Presentation Tool
Soil Behavior Type Charts
Robertson 1990
Jefferies & Been 2006
CPT Tools
Liquefaction Analysis Tool
Bearing Capacity Analysis Tool
Settlement Analysis Tool
Pile Bearing Analysis Tool (LCPC)
Reporting
Report Manager
Print Preview
Preferences
Appendix
Iterative Procedure Flowchart
Cyclic Stress Ratio
Post-liquefaction lateral spreading
Post-liquefaction vertical settlement

 
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Cone Penetration Test Software (NovoCPT) Online User Manual
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  Liquefaction Analysis Tool

This tool is designed to analyze the potential of liquefaction based on CPT data. The procedure of liquefaction assessment in NovoCPT, is based on recommendations proposed in "Guide to Cone Penetration Testing" (Robertson 2009). Tabular data is presented at each depth and all the dataset is plotted versus depth on different charts. Columns of analysis results table are described below:
 

Sv : Total overburden stress (sv)

S'v : Effective overburden stress (s'v)

Rd : Stress reduction factor in simplified Seed and Idriss 1971 formula

Dr : Relative density of soil (based on Tatsuoka et al. 1990)

gmax : Maximum shear strain, estimated from Dr and liquefaction safety factor, at each depth

ev : Volumetric strain (for settlement analysis), estimated from Dr and gmax, at each depth (read this article)

Kc : Fines content correction factor (Robertson & Wride 1998) for Qtn

CSR : Cyclic stress ratio, please read this article for more information

CRR : Cyclic resistance ratio (based on Robertson 2009 method), please read more

Safety Factor : Liquefaction safety factor = CRR / CSR * MSF

MSF : Magnitude scaling factor

Lateral Displacement : Accumulation of the Post-liquefaction lateral displacement of the site, estimated based on Zhang, Robertson and Brachman (2004) method (from the bottom of the model (the lowest depth in CPT dataset) up to that specific point). Please read this article for more information.

Sr : Residual shear strength

Liquefaction Behavior : Behavior of soil according to Robertson 2009 definition

 

To export, print and save the results use the toolbar buttons (more information here). By default, safety factor against liquefaction is assumed as unity and the region for safety factors less and greater than this value are colored by dark red and dark green on the safety factor chart. To change the required safety factor, use the textbox at the bottom of the page and then press Update button to redraw the chart.

 

Please notice that liquefaction is only assessed for those soil types which are set in NovoCPT preferences page to be potentially liquefiable.

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