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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  Analysis Results

When the CPT data file is imported or loaded, and processed, the analysis results are presented in a tabular format and presented in charts. Most of the soil parameters are presented on the main page, as shown below while others are accessible through Tools menu:
 

Other analysis such as pile bearing capacity and settlement analysis may be accessed through separate pages by using the Tools menu on the toolbar. The tabular data are presented in tables; the first column of each table is depth of that specific reading. Other columns are illustrated below:

 

"Basic Parameters" table:

qc : Cone tip resistance as it is read during the test

fs : Cone sleeve friction as it is read during the test

u2 : Pore water pressure as it is read during the test

qt : Corrected cone tip resistance = qc + (1-a)*u2 where a is net area ratio (~ 0.8); please read this article for more information

Qt : Normalized cone resistance = (qt - sv)/s'v

Bq : Normalized pore pressure ratio = (u2-u0)/(qt - sv)

Fr : Normalized friction ratio = fs/(qt - sv)

Rf : Friction ratio = fs/qc * 100

Ic : Soil type index (based on Robertson 1986)

Qtn : Normalized cone resistance (based on iterative procedure proposed by Robertson 2009) = (qt - sv)/Pa * (Pa/s'v)n where Pa is atmospheric pressure ~ 100 kPa

n : Exponent of Qtn normalization (based on iterative procedure proposed by Robertson 2009)

Sv : Total overburden stress (sv)

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

Su : Undrained shear strength for fine-grained soils

Fines Content : Percent passing sieve #200

N60 : Equivalent SPT blow counts

N1(60) : Equivalent overburden-corrected SPT blow counts = N60 * Cn

 

 

"Advanced Parameters" table:

Hydraulic Conductivity : Coefficient of permeability of the soil (K)

e : Void ratio

Cc : Coefficient of compression for consolidation settlement *

Dr : Relative density of soil *

Es : Modulus of elasticity, used for elastic settlement

Ko : Coefficient of earth pressure at rest

M : Constrained modulus

St : Sensitivity of clay

OCR : Over-consolidation ratio

F : Friction angle of soil

Gmax : Maximum shear modulus

VS : Shear wave velocity

 

* use this values with cautious, confirm consistency of the results with other formulas and methods

 

 

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