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GeoStru GeoRock 3D v2014.12.1.161 Software
GeoStru GeoRock 3D v2014.12.1.161

GeoStru GeoRock 3D v2014.12.1.161

GeoRock 3D is a program for three dimensional analysis of rock fall and for the design and optimisation of protective works utilising a sophisticated algorithm for spatial analysis.

Slope modelling:
  • The slope in question is generated from an xyz mesh that may be imported from variuos formats or suitable external software.
  • The triangulation technique is extremely important and it is recommended that Incremental Delaunay or anysotropic triangulation are used.

In this respect the Geostru software Trispace is eminently suitable.

A tridimensional model can be imported directly from chart work / maps using Geostru Autocad Application (G.A.A.)

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GeoStru GeoRock 2D v2014.11.1.271 Software
GeoStru GeoRock 2D v2014.11.1.271

GeoStru GeoRock 2D v2014.11.1.271

GeoRock 2D is a software for the 2D simulation of rockfalls using Lumped Mass and C.R.S.P. models.

For the Lumped Mass model, the computation assumptions are: plan outline, the slope profile similar to a broken line consisting of straight line segments; point boulder and neglectable air resistance.

CRSP (Colorado Rockfall Simulation Program) model has been developed by Pfeiffer and Bowen (1989) with the purpose of modeling the falling motion of boulders having the shape of spheres, cylinders or discs, with circular cross section in the vertical plane of the movement. The reliability of the model was verified by comparisons between numerical results and the results obtained from in situ tests.

The software is interfaced with other GeoStru programs: TriSpace for the automatic generation of sections from an xyz plane or from raster images; GeoStru SRTM for the automatic generation of topographical sections starting from Google Maps; GeoStru Maps, the new online App from GeoStru, that allows you to create topographic sections in a very simple way.

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GeoStru GDW v2012.16.0.146 Software

GeoStru GDW v2012.16.0.146

GeoStru GDW v2012.16.0.146

GDW analyzes walls in gabions, simple concrete weirs and GABIONS weirs in static ad seismic conditions. GDW has advanced graphics features including the three-dimensional view through which you can examine in detail the inputs made​​. Safety checks are carried out for load combinations defined by the user in accordance with the directives imposed by new regulations.

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GeoStru Hydrologic Risk v2012.16.0.348 Software

GeoStru Hydrologic Risk v2012.16.0.348

GeoStru Hydrologic Risk v2012.16.0.348

Hydrologic Risk allows the determination of the Hydrologic and Hydraulic risk in a basin or courses confluent to a main river trunk. The characteristics of the discrete elements (basin, course etc.) in terms of affluence and effluence quantitively and temporally can be determined and thereby the flood flow rate of segments under consideration is derived.

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GeoStru GeoUtility v2012.11.0.509 Software

GeoStru GeoUtility v2012.11.0.509

GeoStru GeoUtility v2012.11.0.509

GeoUtility - collection of support software for professionals involved in geological, geotechnical and structural sectors.

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GeoStru MDC v2012.15.1.587 Software

GeoStru MDC v2012.15.1.587

GeoStru MDC v2012.15.1.587

MDC is a software product for the design and analysis of reinforced concrete retaining walls either resting on their own foundation or on piles, optionally supported by tiebacks. The geotechnical computation employs the standard geotechnical methods subject to user choice and carries out the verifications prescribed by standard selected, amongst which global stability even in seismic conditions. Structural evaluations performs reinforcements sizing and verification with Ultimate Limit State or Allowable Tensions.

Supported computation standards: Eurocod 7/8, NTC 2008, STAS, British Codes BS8004/BS8110.

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GeoStru Slope 2013 v8.18.1.1001 Software

GeoStru Slope 2013 v8.18.1.1001

GeoStru Slope 2013 v8.18.1.1001

Slope carries out the analysis of soil or rock slope stability both in static and seismic states utilizing the limit equilibrium methods of Fellenius, Bishop, Janbu, Bell, Sarma, Spencer, Morgenstern & Price and Discrete elements method (DEM) for circular and non circular surfaces by which it is possible to ascertain slippages in the slope, examine a gradual failure, and employ various models of force-deformation relationship. Reinforcements with piles, gravity and/or reinforced concrete bracing walls, nettings, geofabrics, anchors, and terracing may be specified. Distributed and point loads may be defined.

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GeoStru Stratigrapher v2012.20.0.252 Software

GeoStru Stratigrapher v2012.20.0.252

GeoStru Stratigrapher v2012.20.0.252

Stratigrapher enables the construction of stratigraphic columns for geologic or geotechnical usage and further the documentation of well construction. User form design is enabled through the provision of a document template editor. The resultant documentation model(s) can be stored for reuse. Thereafter the selection of documentation format is by the selection of templates. On the document, adjacent columns, user selected by choice of template, present the lithologic, lithotypes and exploration characteristic recorded during trial borings or well construction characteristics. Bitmap patterns are inserted directly from supplied libraries whose background and texture images may be user updated and personalized. The program permits simple modification of the elevation level of lithologic properties and the insertion of the standard trial results obtained during borings (Packet, Vane, sampling and Phreatic water table etc.) The document so produced may be saved as well as printed directly and the saved copy may be used permits their export and insertion in the profiles of other GeoStru programs.

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GeoStru LoadCap v2012.15.0.559 Software

GeoStru LoadCap v2012.15.0.559

GeoStru LoadCap v2012.15.0.559

LoadCap id design for the computation of limit load in loose soils or rock, according Terzaghi, Meyerhof, Hansen, Vesic, Brinch-Hansen, Richards etc. Al, the computation of bearing capacity factors (according to the instructions for the geotechnical design in seismic areas - Italian Association of Geotechnical Engineering).

Settlements: Elastic (Timoshenko and Goodier), Oedometric, Schmertmann, Burland & Burbidge, liquefaction usig the method of Seed and Idris (1971). The settlements can be calculated at any point either inside or outside the foundation. Limit load in seismic conditions: SHIKHIEV & JAKOVLEV, RICHARDS, NTC 2008 Circolare applicativa.

Diagrams: Limit load as a function of the foundation base, of the depth of the bearing surface, of the acting loads. Unlimited number of layers. Display of pressure bulbs and failure wedges.

Supported computation standards: Eurocode 7/8, British Codes BS8004, Norme tecniche costruzioni (NTC 2008), NTC - Circolare 2 Febbraio 2009, n. 617, C.S.L.LPP.

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GeoStru Dynamic Probing v2012.18.0.423 Static Probing v2012.12.1.339 Software

GeoStru Dynamic Probing v2012.18.0.423 + Static Probing v2012.12.1.339

GeoStru Dynamic Probing v2012.18.0.423 Static Probing v2012.12.1.339

Dynamic Probing.This software performs Dynamic Penetrometry, 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). 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. In geotechnic calculation for coherent and incoherent terrains, several correlations are available for diverse lithologic types, which provide a more precise ‘geotechnic calibration’ for the specific trials zone.

Static Probing. This program processes and archives penetrometric equipment readings for static penetrometers such as CPT (Cone penetration test), CPTE (Cone penetration test electric) and CPTU (Cone penetration test Piezocone). Step intervals - even centimetric- are user selected. The most authoritative lithographic and stratigraphic interpretation methods are used, both the more traditional (Begemann e Schmertmann) and the more recent (Robertson, Douglas-Olsen, Koester etc.) with standard or "normalized" values for qc & fs. Stratigraphic interpretation may be performed either automatically or at user selection based on site experience. Electronic data gathering unit outputs can be input directly to the program. The program provides the facility to calculate directly bearing capacity parameters for surface or deep foundations.

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