US Army Corps of Engineers
New Orleans District

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gINT 2012 Documentation

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This documentation covers the gINT template ACE MVD with Rapid CPT 01 September 2012. Several tables are covered, with additional information pertaining to traditional CEMVN undisturbed and general type borings. This allows the user to create boring log submissions equivalent to the historic CEMVN txt file format.

 

 

 

The tables contained in this documentation are listed below, followed by a short description.

 

Table Name

Description

Main Group

A  gINT high level tab

Project

 

Bore Hole

 

Water Levels

 

Sample

 

MVN Lab Soil Descriptions

A  gINT high level tab

Lab Lithology

 

MVN Final (white Line) Data

 

Lab Testing

A  gINT high level tab

Lab Specimen

 

WC Density

 

Sieve

 

Atterberg

 

Unconf Compr

 

Organic Test

 

Triaxial

 

Consolidation

 

Console Readings

 

CPT

A  gINT high level tab

CPT

Data in this table in not enterable.

CPT Data

Data in this table in not enterable.

 

 

 

A detailed review of a selection of pertinent tables. This includes all fields for the table, the data type of each field, and a description of each field.

*The fields in green record the traditional information for CEMVN undisturbed and general type borings. Populating these fields will create a boring log submission that is equivalent to the historic CEMVN txt file format.

Information about this table. Put a description here and make it kind of long. It looks better when there is more than one line of text in this area because it seperates things out nicely.

       

Field

Data Type

Description

Purpose

Text

 

Contract Number

Text

 

Division

Text

 

Installation

Text

 

Name

Text

 

Name Line 2

Text

 

Number

Text

Project Number

Job Number

Text

CEMVN assigned Boring Job Number for a set of boring logs.

Client

Text

 

Client Number

Text

 

Site Name

Text

 

Address

Text

 

Site Name

Text

 

Address

Text

 

Site Number

Text

 

City

Text

 

State

Text

 

Zip

Single

 

Country

Text

 

Watershed

Text

 

Project Manager

Text

 

Project Engineer

Text

 

Township

Text

 

Location

Memo

General Project Location Description

Coordinate System

Text

Mandatory field; defined when gINT database is created (Choose State Plane for CEMVN data) #9: Lookup is called "Coordinate System" and is located in Data Design:Library Data.

Coordinate System Zones

Text

 

Mandatory field; defined when gINT database is created (Choose 1702 for CEMVN data)

Datum Horizontal

Text

Mandatory field; defined when gINT database is created (Choose NAD83 for CEMVN data) Lookup is called "Datum Horizontal" and is located in Data Design:Library Data.

Elevation Datum

Text

Mandatory field; defined when gINT database is created (Choose NAVD88 for CEMVN data) Lookup is called "Datum Vertical" and is located in Data Design:Library Data.

Notes

Memo

Data entered here is for documentation purposes only. It is not printed on any report.

Water_Unit_Wt

Single

Unit weight of water.  Needed for density calculations in lab testing.

Coeff_of_Consol_Factor

Single

Equivalent of Cv = 1 meter^2/year.  For example, ft^2/year would be 10.76391.  Only needed in Consolidation test if calculating Cv50 and Cv90 from T50 and T90.

Input Units

Text

Mandatory field; defined when gINT database is created (Choose E for CEMVN data)  English (Imperial) or Metric.

The default is English.

Output Units

Text

Mandatory field; defined when gINT database is created (Choose E for CEMVN data) English (Imperial) or Metric.

The default is English.

Depth Log Page

Single

Depth on first page of log in Output Units.  Default is 20ft or 6m for the legal size version and 14ft or 5m for the 8.5x11" version.  Can be overridden for specific boreholes with the Depth_Log_Page field in the BOREHOLE (POINT) table. Feet or Meters

Show Lab Material Descriptions

Boolean

If checked, the lab material descriptions will appear on the broing log. If unchecked (the default), then field descriptions appear in the log.

Drained Threshold Zone

Text

This field is used to determine the threshhold for specifying whether the soil exhibits drained or undrained behavior. This affects OCR, Su Phi', Dr, M, St, FC calculations.  Specify the minimum zone number that drained behavior will be evaluated i.e. if 4 is selected, zones 4-9 have drained behavior.

Max Drained Threshold Zone

Integer

This field is used to determine the maximum threshold for specifying whether the soil exhibits drained or undrained behavior. This affects OCR, Su Phi', Dr, M, St, FC calculations.  Specify the maximum zone number that drained behavior will be evaluated i.e. if 7 is selected, zones 4-7 have drained behavior. This drained threshold is only used by the normalized soil behavior types.

Drained Threshold Soil Behavior Type

Text

This determines which soil behavior type value is used to determine whether calculations for drained or undrained behavior are performed.

Phi in K0 Calc

Text

Use this field to assign which phi' value is used in the calculation of K0 = (1-sin(phi')) * OCR^sin(phi') - this determines the K0 (1) calculation

OCR in K0 Calc

Text

Use this field to assign which OCR value is used in the calculation of K0 = (1-sin(phi')) * OCR^sin(phi') - this determines the K0 (1) calculation

Dr in M Calc

Text

Use this field to assign which Dr value is used in the calculation of M = qc * 10^(1.09-0.0075*Dr) - this is used to calculate M2 in sands

Nu

Text

This is used in determining Su (1)

NkT

Text

This is used in determining Su (2)

Nk

Single

This is used in Su (4)

Nc

Integer

This is used in Su (5)

Use Estimated Total Density Values

Boolean

Use this field to specify that the total stress calculations should be based on the estimated total density values.  If selected as true, it will use the estimated total density values.

CPT Stress Units

Text

This is used to tell RAPID CPT to convert from tsf,  which RAPID CPT uses as its base unit,s to whatever units are specified here (tsf, psi, kPa, MPa).

CPT Density Units

Text

Default Value is ‘pcf’

CPT Import Correspondence File

Text

Calculated fields are Read-only in Input. Data can only be inserted by import or a gINT Rules procedure.

Logo

Text

 

Location Type

Text

 

K in OCR (1) Calc

Single

 

Use qc in Correlations

Boolean

Specify this in order to use qc instead of qt in the appropriate correlations

Reference Elevation

Double

 

Ic Drained Threshold Zone

Single

Used for determining drained behavior when using Ic - anything less than this value is drained, anything greater than this value is undrained

Schneider SBT – Trans Soils Drained

Boolean

 

Information about this table. Put a description here and make it kind of long. It looks better when there is more than one line of text in this area because it seperates things out nicely.

Field

Data Type

Description

PointID

Boring Number identifier for the boring log.  Boring Number must be unique within a Boring Job Number and unique within a gINT database

Total Depth (ft)

 

Mandatory field in gINT;

Boring Type

Boring Type designation (U= Undisturbed, G = General Type, I = In Situ)

Ground Surface Elevation (ft)

Ground Elevation for the boring log

Location

Water Table comment.

Source of Location Coordinate Data

Angle from Horizontal (deg)

Bearing

Station (ft or m)

Station description for location along a baseline.

Offset (ft or m)

Offset description for location along a baseline.

Northing (ft) and Easting (ft)

 

Y and X coordinates in feet in the projected coordinate system defined for the gINT database (as defined in its Project table).

Latitude (Deg) and Longitude (Deg)

 

Longitude and Latitude location for the boring log, recorded as decimal degrees.

Drilling Method

 

 

Date Drilled

 

 

Date Completed

Finish Date of boring log data acquisition.

Date Analyzed

 

 

Date Checked

 

 

Version

 

 

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Field

Data Type

Description

PointID

Text

Borehole ID Index Field.

ItemKey

Text

Reading Event Index Field. Description of the timing event during which the Water Levels reading was taken.

Date/Time

Date/Time

Index Field. Actual time of the Water Levels reading.

Hours After

Double

Index Field.

Water Depth

Double

Depth Below Monitoring Point (ft or m) Depth of the water table in the borehole. 

Monitoring Point Stickup

Single

Positive value for above ground and negative value for below ground.

Notes

Text

Casing Depth

Single

(ft or m)

Hole Depth

Single

(ft or m)

Bore Hole Collapsed

Boolean

 

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Field

Data Type

Description

PointID

Text

Boring Number Index Field.

Depth

Double

Depth Top Index Field. Top depth for a sample within a boring log.

Length

Single

Length of a sample within a boring log. (ft or m)

Recovery

Single

Report calculates %. (ft or m)

Box or Sample No

Text

 

Sample Type

Text

Sample type is optional for a gINT Sample record. 

Blows 1st

Integer

Integers only. Refusal intervals are handled by the report. Text entries such as WOH and WOR should be recorded as 0.

Blows 2nd

Integer

Integers only. Refusal intervals are handled by the report. Text entries such as WOH and WOR should be recorded as 0.

Blows 3rd

Integer

Integers only. Refusal intervals are handled by the report. Text entries such as WOH and WOR should be recorded as 0.

Blows 4th

Integer

Integers only. Refusal intervals are handled by the report. Text entries such as WOH and WOR should be recorded as 0.

N

Text

SPT N Value Blow count for a sample. Overrides the N Value calculated by the reported using the Blows 1st, 2nd, and 3rd values.

N60

Text

 

N160

Single

 

Hammer Energy

Single

 

Sample Time

Integer

(seconds)

Mud Weight 1

Single

(lbs/gal)

Mud Weight 2

Text

(lbs/ft3)

Inside Diameter

Single

(in or mm)

Outside Diameter

Single

(in or mm)

Type of Material

Text

 

Type of Coating or Liner

Text

 

Container

Text

 

Notes

Memo

Data entered here is for documentation purposes only. It is not printed on any report.

Information about this table. Put a description here and make it kind of long. It looks better when there is more than one line of text in this area because it seperates things out nicely.

PointID

Text

Index Field.

Depth

Double

Index Field. Top depth for a lithology record. 

Bottom

Double

(ft) Bottom depth for the lithology record. 

Graphic

Text

Standard graphic symbol chosen to represent the MVN Soil Codes.

MVN Soil Codes

Text

MVN soil classification.  Only USCS single classifications are supported (no USCS dual classifications).  Lookup is called “MVN Soil Codes” and is located in Data Design:Lookup Lists.

USCS

Text

Lookup list is called “USCS Codes MVN” and is located in Data Design:Library Data.

Line Type

Text

Default is Solid.

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Field

Data Type

Description

PointID

Text

 

Depth

Double

Top depth for a lab soil description record.  This Depth must match a depth value in the Lab Lithology table.  There is a one to one relationship between a MVN Lab Soil Descriptions record and a Lab Lithology record.

MVN SOIL CODES

Text

MVN soil classification.  Only USCS single classifications are supported (no USCS dual classifications).  MVN SOIL CODES in the MVN Lab Soil Descriptions table should match the MVN Soil Codes value for the same lithology zone in the Lab Lithology table.

USCS

Text

Lookup is called "USCS Codes MVN" and is located in Data Design:Library Data.

Depositional Environments MVN

Text

 

Consistency MVN

Text

Soil consistency - populated from a domain of values supported in the CEMVN data model.

Primary Major Constituent MVN

Text

Major soil modification – populated from a domain of values supported in the CEMVN data model.

Color 1 MVN

Text

First soil color – populated from a domain of values supported in the CEMVN data model. 

Color Joiner 1 MVN

Text

 

Color 2 MVN

Text

Second soil color – populated from a domain of values supported in the CEMVN data model

Color Joiner 2 MVN

Text

 

Color 3 MVN

Text

Third soil color – populated from a domain of values supported in the CEMVN data model. 

Minor Constituent 1 MVN

Text

First minor soil modification - populated from a domain of values supported in the CEMVN data model. 

Minor Constituent 2 MVN

Text

Second minor soil modification - populated from a domain of values supported in the CEMVN data model.

Minor Constituent 3 MVN

Text

Third minor soil modification - populated from a domain of values supported in the CEMVN data model. 

Minor Constituent 4 MVN

Text

Fourth minor soil modification - populated from a domain of values supported in the CEMVN data model. 

Information about this table. Put a description here and make it kind of long. It looks better when there is more than one line of text in this area because it seperates things out nicely.

Field

Data Type

Description

PointID

Text

Boring Number Index Field.

Depth

Double

(ft or m) Index Field Depth is the depth for a lab test record which was run for a boring log. 

Depth Bottom

Text

(ft or m)

Number

Text

Sample Number Used only on the grain size form (ACE 2087)

USCS

Text

Lookup list is called “USCS Codes” and is located in Data Design:Library Data.

Consistency

Text

Consistency Lab

Specific_Gravity

Single

Not necessarily the same as Fine Specific Gravity result. Needed in Reports to determine void ratios and degrees of saturation. System Field.

Description

Text

Overrides the automatic classification

Other Tests

Text

 

Unconf Compr

Text

 

Torvane

Double

(psf)

Pocket Penetrometer

Double

(tsf)

Information about this table. Put a description here and make it kind of long. It looks better when there is more than one line of text in this area because it seperates things out nicely.

Field

Data Type

Description

PointID

Text

Boring Number Index Field.

Depth

Double

Depth for the WC Density record must match a depth record in the Lab Specimen table and should be the average depth of a sample for the boring log. (ft or m)

WC_Wt_Wed

Single

Water content Wet Wt+Tare Water Content Determination: Weght Wet Soil + Tare, any consistent units. System Field.

WC_Wt_Dry

Single

Water Content Dry Wt+Tare Water Content Determination: Weight Dry Soil + Tare, any consistent units. System Field.

WC_Wt_Tare

Single

Water Content Wt Tare Water Content Determination: Weight Tare, any consistent units. System Field.

Water_Content

Single

Water content of a soil sample. Will be calculated if the data exists.

Diameter

Single

(mm) System Field.

Height

Single

(mm) System Field.

Wt_Spec_Tare

Single

Wt Specimen + Tare Weight of total specimen + tare (g) System Field.

Wt_Tare

Single

(g) System Field.

Wet_Density

Single

Wed Density (or Bulk Density) of the soil sample. In units determined by the PROJECT.Water_Unit_Wt field. Will be calculated if the data exists. (pcf) System Field.

Dry_Density

System

In units determined by the PROJECT.Water_Unit_Wt field. Will be calculated if the data exists. (pcf) System Field.

In Tube Density

Boolean

Check if yes.

Information about this table. Put a description here and make it kind of long. It looks better when there is more than one line of text in this area because it seperates things out nicely.

Field

Data Type

Description

PointID

Text

Boring Number Index Field.

Depth

Double

(ft or m) Depth for the soil sieve analysis record must match a depth record in the Lab Specimen table and should be the average depth of a sample for the boring log. Index Field.

Wt_Total_Spec

Single

System Field.

Wt_Passing_Split_Sieve

Single

System Field.

Wt_Fines_Tested

Single

System Field.

Size_Split_Sieve

Single

(mm) System Field.

Weighing_Method

Text

Default Value: C System Field.

Wt_Sieving_Tare_Coarse

Single

System Field.

Wt_Sieving_Tare_Fine

Single

System Field.

WC_Wt_Wet_Coarse

Single

Water Content Coarse Wet Wt+Tare Water Content Determination: Weight Wet Soil + Tare, any consistent units. System Field.

WC_Wt_Dry_Coarse

Single

Water Content Coarse Dry Wt+Tare Water Content Detrmintation: Weight Dry Soil + Tare, any consistent units. System Field.

WC_Wt_Tare_Coarse

Single

Water Content Coarse Wt Tare Water Content Determination: Weight Tare, any consistent units. System Field.

Water_Content_Coarse

Single                                   

(%) Will be calculated if the data exists. System Field.

WC_Wt_Wet_Fine

Single

Water Content Fine Wet Wt+Tare Water Content Determination: Weight Wet Soil + Tare, any consistent units. System Field.

WC_Wt_Dry_Fine

Single

Water Content Fine Dry Wt+Tare Water Content Determination: Weight Dry Soil + Tare, any consistent units. System Field.

WC_Wt_Tare_Fine

Single

Water Content Fine Wt+Tare Water Content Determination: Weight Tare, any consistent units. System Field.

Water_Content_Fine

Single

(%) Will be calculated if the data exists. System Field.

Coarse_Sieved_Wet

Boolean

Only used with split specimens. Unsplit specimens, and the fine portion of split specimens, are always assumed to be sieved dry. System Field.

D10_Size ???

??

??

Information about this table. Put a description here and make it kind of long. It looks better when there is more than one line of text in this area because it seperates things out nicely.

Field

Data Type

Description

PointID

Text

Boring Number Index Field.

Depth

Double

(ft or m) Depth for the Atterberg test record must match a depth record in the Lab Specimen table and should be the average depth for a sample in the boring log. Index Field.

Liquid_Limit

Single

(%) Liquid limit result from the Atterberg test for a soil sample. Will be calculated from the readings data, if the data exist. System Field.

Plastic_Limit

Single

(%) Plastic limit result from the Atterberg test for a soil sample. Will be calculated from the readings data, if the data exist. System Field.

Organic

Boolean

Affects ASTM classification. System Field.

USCS Cal

Text

 

USCS

Text

 

Information about this table. Put a description here and make it kind of long. It looks better when there is more than one line of text in this area because it seperates things out nicely.

Field

Data Type

Description

PointID

Text

Boring Number Index Field.

Depth

Double

(ft or m) Depth for the UCT test record must match a depth record in the Lab Specimen table.

Sample Number

Text

Default Value: A

Strength

Single

Compressive Strength (psf) Compressive Strength = 2 * cohesion. System Field.

Cohesion

Double

(psf) UCT Strength of a soil sample.

Strain_At_Failure

Single

(%) System Field.

Load_Ring

Text

Default Value: Load Cell. System Field.

Slope_Initial

Single

Van be input manually or program will read it from the LOAD RINGS table using the Load_Ring field. New rings can be input in Data Design:Library Data. System Field.

Slope_Break

Single

Can be input manually or program will read it from the LOAD RINGS table using the Load_Ring field. New rings can be input in Data Design:Library Data. System Field.

Slope_2ndary

Single

Can be input manually or program will read it from the LOAD RINGS table using the Load_Ring field. New rings can be input in Data Design:Library Data. System Field.

Deflection_Units

Text

Default Value: I. System Field

Stress_Area

Text

Default Value: Ft. Area units taken as the square of  that selected, i.e., square feet, square meters, etc. System Field.

Seating_Correction

Single

(%) This shifts the curve to the left to account for initial seating deflections. System Field.

Diameter

Single

(mm or in) System Field.

Height

Single

(mm or in) System Field.

Wet_Density

Single

(pcf) In units determined by the PROJECT.Water_Unit_Wt field. Will be calculated if the data exists. System Field.

Dry_Density

Single

(pcf) In units determined by the PROJECT.Water_Unit_Wt field. Will be calculated if the data exists. System Field.

Water_Content

Single

(%) Water content percentage as tested for the UCT test sample. Will be calculated if the data exists. System Field.

Wt_Spec_Tare

Single

Wt Specimen + Tare (g) Weight of total specimen + tare. System Field.

Wt_Tare

Single

(g) System Field.

WC_Wt_Wet

Single

Water Content Wet Wt+Tare Water Content Determination: Weight Wet + Tare, any consistent units. System Field.

WC_Wt_Dry

Single

Water Content Dry Wt+Tare Water Content Determination: Weight Dry + Tare, any consistent units. System Field.

WC_Wt_Tare

Single

Water Content Wt Tare Water Content Determination: Weight Tare, any consistent units. System Field.

Rate of Leading

Single

 

Deformation Dial Constant

Single

 

Information about this table. Put a description here and make it kind of long. It looks better when there is more than one line of text in this area because it seperates things out nicely.

Field

Data Type

Description

PointID

Text

Boring Number Index Field.

Depth

Double

(ft or m) Depth for the Organic test record must match a depth record in the Lab Specimen table. Index Field.

Organic Sample Wt+Tare

Single

Organic Determination: Weight Soil + Tare, any consistent units

Sample Wt+Tare

Single

Organic Content Determination: Weight Processed Soil + Tare, any consistent units

Tare Wt

Single

Weight of Tare and consistent unit.

Organic Content

Single

(%) Organic Content – Calculated. Organic content of the soil sample.

Test Method

Text

 

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Field

Data Type

Description

PointID

Text

Index Field.

Depth

Double

(ft or m) Depth for the Triaxial test record must match a depth record in the Lab Specimen table.  Must be in decimal format. Two decimals displayed.

Sample Number

Text

Sample Type uniquely designates one of several triaxial tests taken at the same depth.  Valid values include A, B, C, D, and Design Value.

 

When multiple samples are tested as part of the triaxial test, the test results for each individual sample can be reported as Sample Number A – D.  If the individual sample results are summarized using engineering judgment to produce a final summary set of results for the triaxial test, then that summary result should be recorded as Sample Number = Design Value. Index Field.

Test Type

Text

Test type for the trixial test.  Valid values include Q, q, R, and S, where:

 

Q = 3 or 4 point unconsolidated undrained triaxial shear test

q = 1 point unconsolidated undrained triaxial shear test

R = consolidated undrained triaxial shear test

S = consolidated drained direct shear test

 

Test_Date

Date/Time

 

Sample Type

Text

Default Value: Cohesive

Strain_Rate

Single

 

Diameter

Single

(mm or in)

Height

Single

(mm or in)

Water_Content

Single

(%) Water content for the triaxial test sample. Will be calculated if the data exists.

WC_Wt_Wet

Single

Water Content Wet Wt+Tare Water Content Determination: Weight Wet + Tare, any consistent units.

WC_Wt_Dry

Single

Water Content Dry Wt+Tare Water Content Determination: Weight Dry + Tare, any consistent units.

WC_Wt_Tare

Single

Water Content Tare Water Content Determination: Weight Tare, any consistent units.

Strength

Single

Shear Strength (psf)

Cohesion

Single

Total Stress Cohesion (psf)

Effective Stress Cohesion

Single

(psi)

Failure_Criterion

Text

 

Chamber Pressure

Single

(psi)

Specific_Gravity

Single

 

Dry_Density

Single

(pcf) Dry density for the triaxial test sample.  In units determined by the PROJECT.Water_Unit_Wt field. Will be calculated if the data exists.

Saturation

Single

(%) Saturation percentage for the triaxial test sample.

Void_Ratio

Single

 

Friction Angle

Single

Total Stress Friction Angle (deg) Friction angle for the triaxial test sample.

Strain_Rate_Percent

Single

(%)

Strain_Failure

Single

Deviator Stress at Defined Failure (psi)

Max_Dev_Stress

Single

(psi)

Ult_Dev_Stress

Single

 

Rapture_Envelope_At_Failure

Single

 

Stress_Area

Text

Area units taken as the square of that selected, i.e., square feet, square meters, etc.

Load_Ring

Text

Default Value: Load Cell

Seating_Correction

Single

(%) This shifts the curve to the left to account for initial seating deflections.

Slope_Initial

Single

Can be input manually or program will read it from the LOAD RIGNS table using the Load_Rings field. New rings can be input in Data Design:Library Data.

Slope_Break

Single

Can be input manually or program will read it from the LOAD RIGNS table using the Load_Rings field. New rings can be input in Data Design:Library Data.

Slope_2ndary

Single

Can be input manually or program will read it from the LOAD RIGNS table using the Load_Rings field. New rings can be input in Data Design:Library Data.

Deflection_Units

Text

Default Value: I

Wet_Density

Single

(pcf) In units determined by the PROJECT.Water_Unit_Wt field. Will be calculated if the data exists.

Wt_Spec_Tare

Single

Wt Specimen + Tare (g) Weight of total specimen + tare.

Wt_Tare

Single

(g)

Back_Pressure

Single

 

Diameter_After

Single

 

Height_After

Single

 

Water_Content_After

Single

 

Dry_Density_After

Single

 

Void_Ratio_After

Single

 

Max_Pore_Pressure

Single

 

Effective Stress Angle Internal

Single

(deg)

MVN SOIL CODES

Text

Soil classification that accompanies a triaxial test result. Lookup is called “MVN Soil Codes” and is located in Data Design:Lookup Lists.

Primary Major Constituent MVN

Text

Major soil modifier that accompanies a triaxial test result.

Information about this table. Put a description here and make it kind of long. It looks better when there is more than one line of text in this area because it seperates things out nicely.

Field

Data Type

Description

PointID

Text

Boring Number Index Field.

Depth

Double

Depth for the Consolidation test record must match a depth record in the Lab Specimen table.  Index Field.

Deflection_Units

Text

Default Value: I. System Field.

Diameter

Single

(mm) System Field.

Height

Single

(mm) System Field.

Wet_Density

Single

(pcf) In units determined by the PROJECT.Water_Unit_Wt field. Will be calculated if the data exists. System Field.

Water_Content

Single

(%) Water content for the consolidation test sample.  Will be calculated if the data exists. System Field.

Dry_Density

Single

(pcf)  Dry density for the consolidation test sample.  In units determined by the PROJECT.Water_Unit_Wt field. Will be calculated if the data exists. System Field.

Wt_Spec_Tare

Single

Wt Specimen + Tare (g) Wight of total specimen + tare. System Field.

Wt_Tare

Single

(g) System Field.

WC_Wt_Wet

Single

Water Content Wet Wt+Tare Water Content Determination: Weight Wet Soil + Tare, any consistent units. System Field.

WC_Wt_Dry

Single

Water Content Dry Wt+Tare Water Content Determination: Weight Dry Soil + Tare, any consistent units. System Field.

WC_Wt_Tare

Single

Water Content Tare Water Content Determination: Weight Tare, any consistent units. System Field.

Water_Content_After

Single

(%) After Test. System Field.

Dry_Density_After

Single

(pcf) After Test. System Field.

Saturation

Single

Saturation After (%) Saturation percentage for the consolidation test sample. 

Friction Angle

Single

Friction angle for the triaxial test sample.

Preconsolidation Pressure

Single

(psf)

Normal Void Ratio

Single

Initial void Ratio Initial Void Ration of the consolidation test sample.

Test_Date

Date/Time

 

Diameter_After

Single

 

Height_After

Single

 

MVN SOIL CODES

Text

Soil classification that accompanies a triaxial test result. Looup is called “MVN Soil Codes” and is located in Data Design:Lookup Lists.

Primary Major Constituent MVN

Text

Major soil modifier that accompanies a triaxial test result. 

Information about this table. Put a description here and make it kind of long. It looks better when there is more than one line of text in this area because it seperates things out nicely.

Field

Data Type

Description

PointID

Text

Boring Number Index Field.

Depth

Double

Index Field.

Reading

Double

Arbitrary counter. System Field.

Stress

Single

Stress (Pressure) (psf) The Consol Readings table in gINT will store the pressure applied and the void ratio reached for each pressure increment from a consolidation test.  A Consolidation test record should have multiple Consol Readings records.  The pressure values should increase, and then also include the rebound pressure at the end of the test series. 

System Field.

Cummulative_Deflection

Single

In units specified in the parent record. System Field.

Strain

Single

(%)

Void_Ratio

Single

(%) Void Ratio for the consolidation test sample at a specific pressure reading.

T50

Single

(min) Used to calculate Cv90. System Field.

T90

Single

(min) Used to calculate Cv90. System Field.

Cv50

Single

In units specified by the Coeff of Consol Factor field in the PROJECT table. System Field.

Cv90

Single

In units specified by the Coeff of Consol Factor field in the PROJECT table. System Field.

Information about this table. Put a description here and make it kind of long. It looks better when there is more than one line of text in this area because it seperates things out nicely.

Field

Data Type

Description

PointID

Text

Index Field.

Probe ID

Text

 

Software

Text

 

Assumed Water Depth

Double

(ft)

Assumed Total Density

Single

(pcf)

Assumed Total Density pcf

Double

(pcf)

Assumed Water Depth ft

Double

(ft)

File Name

Text

 

Shear Wave Source Offset

Double

 

Shear Wave Geophone Offset

Double

 

SBT FR Normalized MAI

Integer

SBT FR Normalized Moving Average Interval This field is used to set the moving average interval on the CPT Reports once the user has decided upon the moving average interval by using the Add-Ins menu for calculating the moving average.

SBT BQ Normalized MAI

Integer

SBT Bq Normalized Moving Average Interval This field is used to set the moving average interval on the CPT Reports once the user has decided upon the moving average interval by using the Add-Ins menu for calculating the moving average.

SBT FR MAI

Integer

SBT FR Moving Average Interval

SBT BQ MAI

Integer

SBT BQ Moving Average Interval

SBT FR Normalized MAI 1

Integer

SBT FR Normalized Moving Average Interval 1 Calculated fields are Read-only in Input. Data can only be inserted by import or a gINT Rules procedure.

SBT FR Normalized MAI 2

Integer

SBT FR Normalized Moving Average Interval 2 Calculated fields are Read-only in Input. Data can only be inserted by import or a gINT Rules procedure.

SBT FR Normalized MAI 3

Integer

SBT FR Normalized Moving Average Interval 3 Calculated fields are Read-only in Input. Data can only be inserted by import or a gINT Rules procedure.

SBT FR MAI 1

Integer

SBT FR Moving Average Interval 1 Calculated fields are Read-only in Input. Data can only be inserted by import or a gINT Rules procedure.

SBT FR MAI 2

Integer

SBT FR Moving Average Interval 2 Calculated fields are Read-only in Input. Data can only be inserted by import or a gINT Rules procedure.

SBT FR MAI 3

Integer

SBT FR Moving Average Interval 3 Calculated fields are Read-only in Input. Data can only be inserted by import or a gINT Rules procedure.

SBT Bq Normalized MAI 1

Integer

SBT BQ Normalized Moving Average Interval 1 Calculated fields are Read-only in Input. Data can only be inserted by import or a gINT Rules procedure.

SBT Bq Normalized MAI 2

Integer

SBT BQ Normalized Moving Average Interval 2 Calculated fields are Read-only in Input. Data can only be inserted by import or a gINT Rules procedure.

SBT Bq Normalized MAI 3

Integer

SBT BQ Normalized Moving Average Interval 3 Calculated fields are Read-only in Input. Data can only be inserted by import or a gINT Rules procedure.

SBT Bq MAI 1

Integer

SBT BQ Moving Average Interval 1 Calculated fields are Read-only in Input. Data can only be inserted by import or a gINT Rules procedure.

SBT Bq MAI 2

Integer

SBT BQ Moving Average Interval 2 Calculated fields are Read-only in Input. Data can only be inserted by import or a gINT Rules procedure.

SBT Bq MAI 3

Integer

SBT BQ Moving Average Interval 3 Calculated fields are Read-only in Input. Data can only be inserted by import or a gINT Rules procedure.

Net Area Ratio

Single

 

Information about this table. Put a description here and make it kind of long. It looks better when there is more than one line of text in this area because it seperates things out nicely.

Field

Data Type

Description

PointID

Text

Index Field.

Depth

Double

(ft) Index Field.

Imported Depth

Double

(ft) Calculated fields are Read-only in Input. Data can only be inserted by import or a gINT Rules procedure.

fs

Double

(tsf)

qc

Double

(tsf)

qt

Double

(tsf)

u2

Double

(tsf)

fs User Units

Double

(tsf) fs

qc User Units

Double

(tsf) qc

qt User Units

Double

(tsf) qt

u2 User Units

Double

(tsf) u2

u0

Double

(tsf) Calculated fields are Read-only in Input. Data can only be inserted by import or a gINT Rules procedure.

Total Stress

Double

(tsf) Calculated fields are Read-only in Input. Data can only be inserted by import or a gINT Rules procedure.

Effective Stress

Double

(tsf) Calculated fields are Read-only in Input. Data can only be inserted by import or a gINT Rules procedure.

FR

Double

(%) Friction Ratio Calculated fields are Read-only in Input. Data can only be inserted by import or a gINT Rules procedure.

FR Normalized

Double

(%) Friction Ratio Normalized Calculated fields are Read-only in Input. Data can only be inserted by import or a gINT Rules procedure.

Bq

Double

Calculated fields are Read-only in Input. Data can only be inserted by import or a gINT Rules procedure.

Qt Normalized

Double

Calculated fields are Read-only in Input. Data can only be inserted by import or a gINT Rules procedure.

SBT Bq Normalized

Integer

Normalized Soil Behavior Type Bq Calculated fields are Read-only in Input. Data can only be inserted by import or a gINT Rules procedure.

SBT Fr Normalized

Integer

Normalized Soil Behavior Type Bq Calculated fields are Read-only in Input. Data can only be inserted by import or a gINT Rules procedure.

SBT Bq

Text

Soil Behavior Type Bq Calculated fields are Read-only in Input. Data can only be inserted by import or a gINT Rules procedure.

SBT Fr

Text

Soil Behavior Type Fr Calculated fields are Read-only in Input. Data can only be inserted by import or a gINT Rules procedure.

Estimated Total Density

Double

(pcf)This value is estimated based on the Soil Behavior Type Zone specified in the project table. It uses the values stored in the CPT Total Density table to determine what this value should be.

Ic

Double

Calculated fields are Read-only in Input. Data can only be inserted by import or a gINT Rules procedure.

ED

Double

(tsf) Calculated fields are Read-only in Input. Data can only be inserted by import or a gINT Rules procedure.

ID

Double

Calculated fields are Read-only in Input. Data can only be inserted by import or a gINT Rules procedure.

KD

Double

Calculated fields are Read-only in Input. Data can only be inserted by import or a gINT Rules procedure.

OCR (1)

Double

Mayne (1995) - Reference #8. Calculated fields are Read-only in Input. Data can only be inserted by import or a gINT Rules procedure.

OCR (2)

Double

Chen & Mayne (1996) - Reference #9.Calculated fields are Read-only in Input. Data can only be inserted by import or a gINT Rules procedure.

OCR (3)

Double

Chen & Mayne (1996) - Reference #9. Calculated fields are Read-only in Input. Data can only be inserted by import or a gINT Rules procedure.

Ko (1)

Double

Calculated fields are Read-only in Input. Data can only be inserted by import or a gINT Rules procedure.

Ko (2)

Double

Chen & Mayne (1996) - Reference #9. Calculated fields are Read-only in Input. Data can only be inserted by import or a gINT Rules procedure.

Equivalent N60

Double

Calculated fields are Read-only in Input. Data can only be inserted by import or a gINT Rules procedure.

Equivalent N160

Double

Equivalent N Calculated fields are Read-only in Input. Data can only be inserted by import or a gINT Rules procedure.

Phi (1)

Single

Phi’ (1) Kulhawy & Mayne (1990) - Reference #1. Calculated fields are Read-only in Input. Data can only be inserted by import or a gINT Rules procedure.

Phi (2)

Single

Phi' (2) Robertson & Campanella (1983) - Reference #13. Calculated fields are Read-only in Input. Data can only be inserted by import or a gINT Rules procedure.

Phi (3)

Single

Phi' (3) Masood & Mitchell (1993) - Reference #14. Calculated fields are Read-only in Input. Data can only be inserted by import or a gINT Rules procedure.

Su (1)

Single

(tsf) Mayne & Holtz (1988) - Reference #10. Calculated fields are Read-only in Input. Data can only be inserted by import or a gINT Rules procedure.

Su (2)

Single

(tsf) Aas, Lacasse, Lunne, & Hoeg (1986) - Reference #11. Calculated fields are Read-only in Input. Data can only be inserted by import or a gINT Rules procedure.

Su (3)

Double

(tsf) Calculated fields are Read-only in Input. Data can only be inserted by import or a gINT Rules procedure.

Su (4)

Double

(tsf) Calculated fields are Read-only in Input. Data can only be inserted by import or a gINT Rules procedure.

Su (5)

Double

(tsf) Calculated fields are Read-only in Input. Data can only be inserted by import or a gINT Rules procedure.

Dr (1)

Single

Kulhawy, F. H., and Mayne, P. W., (1990) - Reference #1. Calculated fields are Read-only in Input. Data can only be inserted by import or a gINT Rules procedure.

Dr (2)

Single

Jamiolkowski et al (1985) - Reference # 18. Calculated fields are Read-only in Input. Data can only be inserted by import or a gINT Rules procedure.

Dr (3)

Single

Baldi, Bellottie, Ghionna, Jamiolkowski, Pasqaulini (1986) - Reference #3. Calculated fields are Read-only in Input. Data can only be inserted by import or a gINT Rules procedure.

eo

Single

Kulhawy & Mayne (1990) - Reference #1. Calculated fields are Read-only in Input. Data can only be inserted by import or a gINT Rules procedure.

M (1)

Single

(tsf) Calculated fields are Read-only in Input. Data can only be inserted by import or a gINT Rules procedure.

M (2)

Single

(tsf) Calculated fields are Read-only in Input. Data can only be inserted by import or a gINT Rules procedure.

M (3)

Single

(tsf) Calculated fields are Read-only in Input. Data can only be inserted by import or a gINT Rules procedure.

St (1)

Single

Lunne et al. - Reference #2. Calculated fields are Read-only in Input. Data can only be inserted by import or a gINT Rules procedure.

St (2)

Single

Lunne et al. - Reference #2. Calculated fields are Read-only in Input. Data can only be inserted by import or a gINT Rules procedure.

Fines Content (1)

Single

Syms (2001) - Reference #4. Calculated fields are Read-only in Input. Data can only be inserted by import or a gINT Rules procedure.

Fines Content (2)

Single

Syms (2001) - Reference #4. Calculated fields are Read-only in Input. Data can only be inserted by import or a gINT Rules procedure.

Total Density Override

Double

(pfc) Use this if you need to override the default density for the soil profile. This density is used only for the depth record that is input.

SBT FR Normalized Average 1

Integer

Calculated fields are Read-only in Input. Data can only be inserted by import or a gINT Rules procedure.

SBT FR Normalized Average 2

Integer

Calculated fields are Read-only in Input. Data can only be inserted by import or a gINT Rules procedure.

SBT FR Normalized Average 3

Integer

Calculated fields are Read-only in Input. Data can only be inserted by import or a gINT Rules procedure.

SBT FR Normalized Average Reported

Integer

Calculated fields are Read-only in Input. Data can only be inserted by import or a gINT Rules procedure.

SBT FR Average Reported

Long

Calculated fields are Read-only in Input. Data can only be inserted by import or a gINT Rules procedure.

SBT FR Average 1

Integer

Calculated fields are Read-only in Input. Data can only be inserted by import or a gINT Rules procedure.

SBT FR Average 2

Integer

Calculated fields are Read-only in Input. Data can only be inserted by import or a gINT Rules procedure.

SBT FR Average 3

Integer

Calculated fields are Read-only in Input. Data can only be inserted by import or a gINT Rules procedure.

SBT BQ Normalized Average 1

Integer

Calculated fields are Read-only in Input. Data can only be inserted by import or a gINT Rules procedure.

SBT BQ Normalized Average 2

Long

Calculated fields are Read-only in Input. Data can only be inserted by import or a gINT Rules procedure.

SBT BQ Normalized Average 3

Integer

Calculated fields are Read-only in Input. Data can only be inserted by import or a gINT Rules procedure.

SBT BQ Average 1

Integer

Calculated fields are Read-only in Input. Data can only be inserted by import or a gINT Rules procedure.

SBT BQ Average 2

Integer

Calculated fields are Read-only in Input. Data can only be inserted by import or a gINT Rules procedure.

SBT BQ Average 3

Long

Calculated fields are Read-only in Input. Data can only be inserted by import or a gINT Rules procedure.

SBT BQ Normalized Average Reported

Integer

Calculated fields are Read-only in Input. Data can only be inserted by import or a gINT Rules procedure.

SBT BQ Average Reported

Long

Calculated fields are Read-only in Input. Data can only be inserted by import or a gINT Rules procedure.

SBT Gap

Boolean

Calculated fields are Read-only in Input. Data can only be inserted by import or a gINT Rules procedure.

FR Averaged