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SPT Correlations Software (NovoSPT) - Novo Tech Software

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www.<strong>Novo</strong>tech<strong>Software</strong>.comVarious <strong>SPT</strong> equipments have been developed for different type of drillrigs and applications in different situations


www.<strong>Novo</strong>tech<strong>Software</strong>.com<strong>SPT</strong> blow counts obtained from the field tests,must be corrected / normalized for:Energy level correctionNBorehole diameter correctionSampler type correctionRod length correctionWater level correctionN 60N1 60Overburden (depth) correction


www.<strong>Novo</strong>tech<strong>Software</strong>.comN 60 and N1 60 , magic numbers!


www.<strong>Novo</strong>tech<strong>Software</strong>.comGeoscientists and researchers have carried out numerousefforts to correlate <strong>SPT</strong> blow counts to geotechnical soilproperties:PhysicalpropertiesMechanicalpropertiesBearingcapacitySettlementanalysisLiquefactionanalysisCorrelation tootherpenetrometers


Introduction to encyclopedia of <strong>SPT</strong> correlations<strong>Novo</strong><strong>SPT</strong>(<strong>SPT</strong> <strong>Correlations</strong> <strong>Software</strong>)Designed & developed by:<strong>Novo</strong> <strong>Tech</strong> <strong>Software</strong> Ltd.Vancouver, CanadaAll rights reservedwww.<strong>Novo</strong>tech<strong>Software</strong>.com


www.<strong>Novo</strong>tech<strong>Software</strong>.com<strong>Novo</strong><strong>SPT</strong> <strong>Software</strong>


www.<strong>Novo</strong>tech<strong>Software</strong>.com<strong>Novo</strong><strong>SPT</strong> <strong>Software</strong>


<strong>Novo</strong><strong>SPT</strong>More than 260 correlations are in palm of your hand


www.<strong>Novo</strong>tech<strong>Software</strong>.com<strong>Novo</strong><strong>SPT</strong> <strong>Software</strong>Input Data


www.<strong>Novo</strong>tech<strong>Software</strong>.com<strong>Novo</strong><strong>SPT</strong> <strong>Software</strong>Correlated ParametersAll <strong>SPT</strong> correction factorsSoil compactnessModulus of elasticity (Es)Shear modulus (Gmax)Undrained shear strength (Su)Internal angle of friction (F)Relative density (Dr)ShearTurn off/onwavecorrelationsvelocity (Vs)which are notLiquefaction applicable to your CRR soil type or regionEquivalent Becker densityEquivalent CPT tip resistance (qc)Equivalent Wildcat penetrometer blowsPressuremeter deformation modulusDeformation modulus (mv)Choose parameterInferred unit weight (g)Modulus of subgrade reaction (Ks)OCR for claysD10 for granular soilsInitial stiff modulus (Go)Bearing capacity of shallow and deep footingFoundation settlementList of all correlations for a soil parameter, plus the country where field data was collectedSchematicsoil profile


www.<strong>Novo</strong>tech<strong>Software</strong>.com<strong>Novo</strong><strong>SPT</strong> <strong>Software</strong>Soil Type Filter (new in version 2.1)- This new feature shows each correlation is applicable to what soil type- User can filter and show only the correlations applicable to that soil type, at each depth


www.<strong>Novo</strong>tech<strong>Software</strong>.com<strong>Novo</strong><strong>SPT</strong> <strong>Software</strong>Correlated ParametersZoomPrintSave as Excel fileSave as image file


www.<strong>Novo</strong>tech<strong>Software</strong>.com<strong>Novo</strong><strong>SPT</strong> <strong>Software</strong>Correlation Along Borehole DepthChoose parameterTurn off/on correlations which are notapplicable to your soil type or regionComparisonof correlatedparameteralong depthof boreholeList of all correlation methods


www.<strong>Novo</strong>tech<strong>Software</strong>.com<strong>Novo</strong><strong>SPT</strong> <strong>Software</strong>Import <strong>SPT</strong> data from gINT filesDatabase structureSchematicsoil layersand <strong>SPT</strong> plotAll type of <strong>SPT</strong> datastorage are supported<strong>SPT</strong> blow counts for selected borehole


www.<strong>Novo</strong>tech<strong>Software</strong>.com<strong>Novo</strong><strong>SPT</strong> <strong>Software</strong>Bearing Capacity / Settlement AnalysisBurland & Burbidge, 1985TerzaghiMeyerhof, 1976Parry, 1977Peck et al., 1974


www.<strong>Novo</strong>tech<strong>Software</strong>.com<strong>Novo</strong><strong>SPT</strong> <strong>Software</strong>Wildcat Penetrometer Module


www.<strong>Novo</strong>tech<strong>Software</strong>.com<strong>Novo</strong><strong>SPT</strong> <strong>Software</strong>Report Manager


www.<strong>Novo</strong>tech<strong>Software</strong>.com<strong>Novo</strong><strong>SPT</strong> <strong>Software</strong>User manual (Help)


Our other software solutions:Cone Penetration Test (CPT) Interpretation <strong>Software</strong> (<strong>Novo</strong>CPT): forinterpretation of CPTu including liquefaction analysis, foundation settlementanalysis and pile bearing capacity analysis (LCPC) tools.Liquefaction Analysis Program (<strong>Novo</strong>Liq): based on 10 different methods forcalculating Cyclic Resistance Ratio (CRR), with more than 55 options for otherformulas, including post-liquefaction lateral displacement and settlement ...VisLog: This powerful program is designed for visualizing geotechnical/geologicalborehole logs and automatically drawing soil profiles. 3D environment and easyzoom and rotation features make it so easy to work with VisLog...Beam Section Properties (BeamProps): This software is used to calculatebeam section properties such as area, moment of inertia, radius of gyration, etc.for more than 25 sections and shapes...SMTP: is a comprehensive solution for processing soil mechanics laboratory testssuch as sieve test, Aterberg limits, moisture and density, direct shear, triaxial,compaction, permeability, etc and designing borehole logs.LateralK: Calculating lateral earth ressure coefficient program in static (Rankine/Coulomb) and earthquake (Mononobe/ Okabe) conditions ...Peysanj: A complete set of geotechnical modules for bearing capacity andsettlement of shallow footings, pressure-meter test, plate load test, liquefactionanalysis, lateral earth pressure coefficients, and more ...


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