Dynamic penetration tests – Dynamic Probing

490.00 esc. IVA

(7 customer reviews)

Software used for Dynamic Penetration Tests, that is the reading, recording, interpretation, storage and the management of any type of penetrometer including new or custom equipment and of in borehole SPT readings.

Dynamic Probing provides functions for the archiving of readings by site and for automatic calculation of the real energy transmitted, including correction for warp and the correlation coefficient with SPT (standard reference tests for geomechanic calculations and geotechnic correlations).

Dynamic Probing also BIM compatible with geolocation import ed export in AGS format (Association of Geotechnical and Geoenvironmental Specialists)

Category: SKU: 19 Tag:


Software for the interpretation of dynamic penetration tests.

Processing the tests for the computation of bearing capacity of shallow foundations using numerous methods, for the calculation of various geometries (Strip Footings, Mat foundations, Spread footings, etc.) and related settlements, the verification of driven piles and the definition of the liquefaction potential of soils subject to seismic forces. The graphics of the stratigraphic columns can be exported in Slope, LoadCap, MP (Piles and Micropiles); in particular, for the last two applications, are also exported the geotechnical parameters as results of the processing.

Processing of data is instantaneous, deriving the values of Ndp & Rd and immediately generating a graphic display. In addition, the software proposes discrete layer boundaries and enables bitmaps or colors to be assigned for lithologic coding.

The software has a database of commonly used test equipments:
• DPM (DL030 10) (Medium)
• DPM (DL030 16) (Medium)
• DPL (Light)
• DPSH (Dynamic Probing Super Heavy)
• SCPT (Standard Cone Penetration Test)
• SPT (Standard Penetration Test)
• DPM (DL 030 SUNDA)
• PENNY 30
• Geo Deep Drill (DPH50, DPSH63-73), GeoDeepDrill DM30
• Nordmeyer (LMSR-X model)
STITZ gmbh Germany: Pneumatic operated lightweight penetrometer DPL, Pneumatic operated lightweight penetrometer E-DPL. Pneumatic operated heavyweight penetrometer DPH, Pneumatic operated heavyweight penetrometer E-DPH

User equipment: Any type of custom equipement can be added *

* Any other type of equipment may be added and/or removed to those precoded. For each new equipment added the correlation coefficient is calculated automatically.

For the calculation of N60, N1,60 are required: CE (energy correction factor ), Cn (overburden correction factor),  Cr (rod length correction factor which depends on the total length of the drill rod), Cb (bore-hole diameter correction factor and its is set according to the selected diameter from the drop down list), Cs (liner correction factor).

The list of equipments can be exported in xml or txt format and imported in installation locations other than the local PC.

Dynamic Probing features a clear and straightforward processing of readings obtained on site.

As the user enters the number of blows for each penetration step, the sampler bit coefficient, reduced, and non reduced as well as dynamic resistance on the layer are calculated; also a bar diagram for the number of blows and a graphic representation of the progress of dynamic resistance are shown.

Even more simple is the definition of the layers: the user can define the stratigraphy (layer depth and lithological characterization) numerically or graphically as the software allows the interactivity between the dialog boxes.

Dynamic Probing features a clear and straightforward processing of readings obtained on site.
New readings may be inserted at any point, assigning the cartesian position coordinates (X and Y), the initial depth (Z), the final depth, the ground water table depth if any, as well as the date. For each site an indefinite number of readings may be recorded and the correlations suggested developed. Each reading is easily identified visually thanks to the legend and display graphics of dynamic resistance and number of blows.

The geotechnic parameters of particular significance for terrain characterization may be indicated by the user. The litho logic cases that originate the numerous correlations accompanying the program, enable the user to characterize an extensive variety of terrains. The user is further provided with tools to select for use those correlations judged to most nearly reflect to the litho types actually encountered. The parameters that are the outcome of the computation are:

Cohesive terrains
• Undrained cohesion (Terzaghi-Peck, SUNDA (1983)-Benassi Vannelli, Sanglerat, TERZAGHI & PECK (1948), U.S.D.M.S.M., Schmertmann (1975), Fletcher (1965), Houston (1960), Shioi – Fukui (1982), Begemann, De Beer, Robertson (1983))
Oedometric modulus (Stroud e Butler (1975), Vesic (1970), Trofimenkov (1974), Mitchell e Gardner, Buisman-Sanglerat)
• Young’s modulus (Schultze-Menzenbach, D’Appollonia ed altri 1983)
Unit volume weight (Meyerhof ed altri)
The new empirical formula based on dynamic probing test in fine coesive soil (M. Khodaparast1,*, A.M. Rajabi2, M. Mohammadi3):  Cu, undrained shear strength, MR is the resilient modulus, CBR, California bearing ratio for: Soft Clay, Hard Clay, Clay, Fine soil.
• Others

Cohesionless soils
• Relative density (Gibbs & Holtz (1957), Meyerhof (1957), Skempton (1986), Schultze & Menzenbach (1961))
• Friction angle (Peck-Hanson-Thornburn-Meyerhof (1956), Meyerhof (1956), Sowers (1961), Malcev (1964), Meyerhof (1965), Schmertmann (1977), Mitchell & Katti (1981), Shioi-Fukuni (1982), Japanese National Railway, De Mello, Owasaki & Iwasaki)
Oedometric modulus (Buisman-Sanglerat, Begemann (1974), Farrent (1963), Menzenbach e Malcev)
• Young’s modulus (Terzaghi, Schmertmann (1978), Schultze-Menzenbach, D’Appollonia ed altri (1970), Bowles (1982))
• Poisson’s modulus (A.G.I.)
• Shear deformation modulus (Ohsaki & Iwasaki, Robertson and Campanella (1983))
• Weight by unit volume (Meyerhof ed altri)
• Classification (A.G.I.)
• Shear wave velocity
• Liquefactive potential (Seed (1979))
• Ko modulus (Navfac (1971-1982))
• Others

New correlations for: N60, N160,  Modulus oedometric stress-dipendent in according: EC7, DIN 4094-3

For each sampling, based on the user selected soil type (Cohesive or Non cohesive), computation is performed layer by layer. Thereafter for each layer the parameters of all the proposed correlation parameters are calculated, particularly highlighting the ones favored by the user.
For each layer, the number of blows, depth, the correlation applied and the calculated geotechnic parameter value may be exported.

The results are exported in tabular and graphical format. For each test is created a table where are inserted the results of the tests chosen previously by the user preceded by the identification data of the test (order number, date, etc.) and by the characteristics of the equipement used, as well as the data related to the site (project title, location, engineer, etc.). The tables can be associated with the graphs of the number of blows and of the dynamic resistance. It is also available the possibility to build the stratigraphic column corresponding to each test.

Dynamic Probing calculates the bearing capacity and settlement of surface foundations utilizing a number of methods and additionally calculates the liquefaction potential of non coherent layers.

Dynamic Probing enables the automatic generation sections from test data using the ‘Sections’ module. A command enables the selection of those tests on which the generation of the sections is based and to open the new application. (The same procedure can be used from the GeoStru program ‘Static Probing’; the counterpart of Dynamic Probing for Static penetrometers).
The Sections module is actually a stand alone section editor within, which sections can be created. Further it enables an import of stratigraphic columns originating from the GeoStru programs ‘Stratigrapher’.
‘Sections’ is interfaced with GeoStru program Slope,such that the sections generated can be read as input by this program in order to perform an analysis of their stability.

For a minimum of three tests, Dynamic Probing is able to perform the three-dimensional reconstruction of the stratigraphy.




Version 2022 release various bugs have been fixed



New release 2021.



Update de mello formula for the calculation of the shear resistance angle
New version 2020



Release 2018, upgrade soils category and adding new correlations

Import and export of ags 4. The Association of Geotechnical and Geoenvironmental Specialists (AGS)



New Correlation for Weight Unit
Modulus oedometric stress-dipendent in according: EC7, DIN 4094-3
Fixed display problem in legend permissible pressures
MAJOR UPGRADE Dynamic Probing:

  • General improvements
  • New correlations for: Unit weight & Saturated unit weight
  • New reference procedures: ISSMFE Technical Committee on Penetration Testing (1988) Dynamic Probing (DP) International Reference Test Procedure
  • Rules: Annex D.1. Standard Penetration Test (SPT) | Eurocode 7 part 3
  • Computation of CN (Liao & Withman), N60, N1,60
  • New correlations for the computation of the unit weight
  • New correlations Angle of shearing resistance Kulhawy & Mayne (1990), Hutanaka & Uchida (1996), Wolff (1989), Mayne et al. (2001), JRA (1996), Brown & Hettirachchi (2008)
  • Comparison between graphics
  • Improvement of the algorithm for the computation of Vs,30



Export of graphics in Exce forl allowable pressure and reduced allowable pressure


  • Method Terzaghi-Peck (1948), computation of Cu: min and max values in computation report.
  • Introduced new column in the data input table for the values of NSPT on equipment step.
  • Given the option to alter the size of the characters used for the number of blows: Graphic report options -> Text management.
  • Introduction of drilling system efficiency.
  • Correlation coefficient variable with the depth.
  • Computation of CN.
  • Computation of N160.
  • Verification of the correlations Nspt N160.
  • Review of Spanish version of the program.
  • General data window, introduction of: order code, number of certificates to attach, zone, latitude and longitude.
  • Adaptation according to Circolare 08 September 2010, n. 7619/STC. Italian Ministry of the infrastructures and transportations. Criteria for the release of the authorization to the Laboratories for the execution and certification of geognostic inquiries, sampling and tests on site of which art. 59 of the DPR n. 380/2001.
  • Determination of the zone in Google Maps. The image can be saved and be used like background "raster image" for the determination of the tests.
  • Current test window, added certification data: certificate number, acceptance report, order number and related data. The same data was added in graphic model and print report.
  • Graphic options window, added: ministerial authorization, signatures. The same data was added in graphic model and print report.
  • Attention in Graphic options window > View panel, we added a selection command that allows you to color the diagrams in a transparent and uniform manner.
  • Graphic objects: New graphic objects and colors.
  • Tables in print report - added in the initial header the terms expected for law, planimetry with indication of the location of the tests, index and summary.
  • In phase of elaboration and of report generation were created some commands to improve the navigation inside of the documents.
  • Improved management of 3D stratigraphy. We remember you that the automatic reconstruction of 3D stratigraphy takes place on the base of the names assigned to the layers. As an example, test 1 is composed from three layers named: A, B, C; test 2 must have the same number of layers with the same names: A, B, C. The same reasoning must be followed for successive tests. For an optimal view of the 3D it is moreover advised to assign to the same colors or textures to the layers pertaining to various tests but with the same name.
  • Bore hole tests, cohesive-cohesionless soils processing.
  • Soil category: computation of Vs, correlation of Otha and Goto from 78 for the differentiation of the deposit's age.
  • Soil category: type s2 for soils susceptible ti liquefaction.
  • Soil category: theoretical notes included in print report.
  • Computation of subfoundation coefficient in shallow foundation module.
  • Modified layar generation in data input.
  • New options in graphic preferences. Water table view even in absence of stratigraphy.
  • Printing more copies when using Windows 7.

7 reviews for Dynamic penetration tests – Dynamic Probing

  1. Kristopher Murphy (verified owner)

    From the first release, thanks to the continuous updating of the software by GeoStru staff, Dynamic Is the most reliable and powerful of the products on the market.
    In addition, the possibility of having a direct relationship communication between the global user community and GEOSTRU, makes the product even more efficient.

  2. tibor

    Dear Sir/Madam,
    I am user of DYNAMIC PROBING for about ten years and I’m very satisfied (if I were not, I didn’t used it).
    Yesterday WINDOWS 10 made a profound update (it worked more then 1 our) and since then the program does not work properly.

  3. Survey Engineer Intertech

    Dear Sirs,
    We have received an introduce from Pagani that your company supply software interpretation. We are interest your software for processing Pagani TG30-20 SE penetrometer. Please suggestion with quotation and catalog by return.
    We look forward to hearing from you.
    Best regards,
    Survey Engineer Intertech Co. Ltd

  4. filippo catanzariti

    Dear Sirs,
    I have some additional questions according to my use of Your excellent program:

    I have SPT measurements from some boreholes. How can I make profile (like DPL measurements) with just four data, which are not equally spaced.
    I would like to compare my previous calculations od SPT into N1(60): how can I calculate N1(60) with this results on Dy.prob.?
    We classificate soil as GM, GC. What calculations shall we use: for cohesionless or cohesive soil.

  5. Claudio Di Marzio (verified owner)

    Buongiorno, il programma ha buone funzionalità. Ci sono aspetti che migliorerei, ma sarebbe da studiarci un po’ sopra. Una cosa che invece prorio non capisco è perchè, nel passaggio automatico all’elaborazione a passo strumentale, è possibile ereditare la stratigrafia, ma non l’a selezione degli autori già scelti. Non vorrei che il programma già prevedesse questa funzionalità di cui potrei non essermi accorto, ma se fosse così come penso, reinserire gli stessi autori, oltre che una inutile perdita di tempo, è anche l’occasione per incorrere a gravi errori.
    Ringrazio della gentile risposta!!!
    Cordiali saluti,

  6. Enzo Massaro (verified owner)

    Purtroppo con l’ultima versione, come già vi ho rappresentato, sto incontrando diversi problemi, tra questi quelli di seguito elencati:
    – nella sintesi parametri geotecnici, quando attribuisco ai materiali un comportamento granulare/coesivo, l’angolo di attrito lo da pari a zero;
    – quando vario un parametro e procedo alla rielaborazione le tabelle conseguenti compaiono vuote e sono costretto a chiudere il programma per poi riaprirlo e riaprire il file;
    – non riesco, probabilmente non ho trovato la strada giusta, a stabilire la dimensione delle tabelle da assumere poi come impostazione di default, stesso discorso per il testo di output (carattere e dimensione).
    Ho provveduto, come da vostro consiglio, a disinstallare ed installare nuovamente il software ma i problemi su citati permangono.

    • filippo catanzariti

      Egr. Enzo non abbiamo rilevato i problemi segnalati ci contatti su (info@geostru.eu) per stabilire un appuntamento per una assistenza remota. Per segnalare questioni tecniche usi support.geostru.eu

  7. Pietro Balducci (verified owner)

    Buon software. Da migliorare il report delle indagini.

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