- 3 -

3D

3D Stratigraphy

- A -

Add new instrument

Allowable pressure

Angle of friction.

Anomalous number of blows

Area of probe tip

Average

Average - deviation

Average + deviation

Average volume weight

- B -

Bar diagram for number of blows

Bazaraa

Beam diameter

Beam length

bearing capacity

Begemann

Benassi

Benassi & vannelli

Bibliography

Blows and resistance graphic

Blows per depth interval

Bowles

Breach surfaces

Buismann

Burland

Butler

- C -

Calculation of Nspt

Calibrate raster image

Campanella

Catalogued terrain

Characteristic parameters

Clay Fraction

Coating/slurries

Cohesionless

Cohesive

Cohesive - Cohesionless

Compressible layer depth

Cone penetration test

Cone tip aperture angle

Confined consolidation

Confined consolidation modulus

Conversion Tables

Correlation alternate,apply to test

Correlation apply to print page

Correlation Coeff. Depth

Correlation coeff. Nspt

Correlation coefficient

Correlation view alternate

Correlations cohesionless

Correlations cohesive

Correlations indicated by red highlight

Correlations refine the parameter set

Correlations reliability

Correlations reused

Correlations to apply

Correlations used attached to test

Correspondence soil type/number blows

Correspondence table blows to soil type.

Correspondence table changes operate globally

- D -

D'Apollonia

D'Appollonia and others

Data entry

Data entry borehole test

Data entry progression test

Database of soil physical characteristics

De Beer

De mello

Deep foundation bearing capacity

Delete raster image

Depth first rod joint

Depth of GWT below grnd

Draw section

Drilling system efficiency

Driven piles

Dynamic resistance

Dynamic resistance progress graph

- E -

Edit instrument characteristics

Energy ratios

Entry from external table

Equipment

equipment step

Estimate soil category

Excel

Export test to other GeoStru programs

- F -

Farrent

Final depth reached

Fletcher

Flight distance of hammer

Forces conversion

Foundation grip below ground level

Foundation width

Friction angle

Fukuni

- G -

Gamma

Gardner

General data

Gibbs

Gibbs & holtz

Graphic display options

Graphic report options

Ground water table level

- H -

Hammer

Hammer weight

Hanson

Herminier's

Holtz

Houston

- I -

Image/photo of equipment

Imai

Import raster image

Important notes

Inclination (%)

Include in final report

Insert new test

Instrument list

Iwasaki

- J -

JAPANESE NATIONAL RAILWAY

- L -

Lateral safety coefficient

Layer boundary edit

Layer depth

Layer nspt

Liquefaction

Lithological parameters assigned

loose

- M -

Malcev

marl

Maximum value

Meigh & hobbs

Menzenbach

Meyerhof

Minimum average

Mitchell

- N -

N DPM

N(1)100

Navfac

NC sand

New test

Normal distribution R.C.

Normal distribution R.N.C

Nr. of blows

NSPT

Nspt at base

Nspt for layer inferior to the critical Nspt

Nspt on column

Nspt reference depth

- O -

Oedometric modulus

Ohsaki

Ohsaki & iwasaki

Operational correlations.

Options

Output

Owasaki

- P -

Passive mass

Path

Peck

Peck-Hanson-Thornburn-Meyerhof

Penetrometer point resistance

physical characteristics

Pressures conversion

Probe reduction coefficient

Process

Process with all authors

Processing based onoperative correlations

Processing on equipment step

- R -

Raster images

Rd

Reduction coefficient

Regenerate input data

Relative density

Reprocess

ROAD BRIDGE SPECIFICATION

Robertson

Rod length

Rod shudder

Rod weight

Round NSPT

- S -

S. Design manual soil mechanics

Sanglerat

Saturated unit weight

Schmertmann

Schultze

Select down hole test

Select SPT test

Shallow foundation

Shallow foundation bearing capacity

Shear deformation modulus

Shear wave velocity

Shi-ming

Shioi

Shortcut commands

Skempton

slope inclination

Soil category

Soil category for current stratigraphy

Soil category for equipment step

Soil layer boundaries specify

Soil type determination Lithology auto assign

soil type/number blows

Sowers

Specific blow energy

Standardization of NSPT

Static penetrometer tip resistance (Qc)

Statistical analysis

Statistical determination

Step

Stratigraphy

Stroud

Subgrade reaction modulus

Subsoil categories

Substrata reaction modulus

Summary of geotechnical parameters

Sunda

- T -

Terrain consistency

Terzaghi

Test identity data

Test location coordinates

Test report

Texture

Thornburn

Tip safety coefficient

Tonouchi

Trofimenkov

- U -

U.S. Design Manual Soil Mechanics

U.s.d.m.s.m

Undrained cohesion

Unit weight

- V -

Vannelli

Vesic

Volume weight

- W -

Water table depth

- Y -

Young's modulus