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Well Foundation

2,500.00 2,200.00 esc. IVA

Software per la progettazione ed il calcolo di pozzi strutturali secondo le NTC ed Eurocodici

Well Foundation calcola lo stato di sollecitazione agente sul pozzo, rotazione e spostamenti e reazioni del terreno lungo il fusto e alla base, inoltre esegue il dimensionamento delle opere di sostegno allo scavo, e del tampone di sottofondo, ed effettua tutte le verifiche prescritte dalla normativa vigente, in condizioni statiche e sismiche.

Software disponibile da dicembre 2020

 

 

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Sheet pile wall design – SPW

499.00 399.00 esc. IVA

Sheet walls are relatively thin, vertical structures, embedded in terrain to a depth sufficient to support an uphill embankment/downhill excavation thrust, including water and surcharges.
This type of structure can be constructed of driven prefabricated steel pile sections, adjacent, bored cylindrical piles, and reinforced concrete sheet elements usually produced on site.

The methods used for analysis / verification are: Limit Equilibrium Method (LEM) and Finite Elements Method (FEM).

The methods mentioned are of increasing complexity from both the numerical point of view and for the amount of geotechnical parameters necessary for the calculation.

Video tutorial

Ordinanza n. 55 – RSL-III-A

199.00 esc. IVA

Consente di regolarizzare (Appendice 1-Allegato 1 ordinanza n. 24/2018) e di confrontare lo spettro ottenuto dallo studio di MS3 con quello ottenuto con l’approccio semplificato della normativa sismica.

Gratuito per i clienti in aggiornamento, richiedi un coupon di sconto del 100%

Settlements of mat foundations on piles

DeepFound – Settlements of mat foundations on piles

250.00 esc. IVA

The settlements of mat foundations on piles are not easy to calculate. The software DeepFound offerrs the possibility to calculate the settlements of mat foundations on piles using the computation method PDR proposed by Poulus (2000) deriving from the combination of the methods Poulus and Davis (1980) and the method Randolph (1994).

The software can be required for free by the users with active upgrades for any of our software.

 

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Road Pavement Design – RPD

499.00 399.00 esc. IVA

RPD (Road Pavement Design) – Software for the verification of road flexible and semi-rigid pavements.

RPD is a software that implements automatic procedures for pavements verification calculations. With RPD you can perform the verification procedures by empirical methods (as proposed by AASHTO in the document GUIDE FOR DESIGN OF PAVEMENT STRUCTURES) or by rational methods. Among the rational methods, the highest deflection is implemented (Ivanov) and Westergaard’s, designed to calculate deflections on multi-layer pavements.

 

 

Risposta sismica locale 2D – RSL III 2D

900.00 esc. IVA

Risposta sismica locale bidimensionale RSL III 2D: Software per la valutazione della risposta sismica locale di III livello mediante un approccio agli elementi finiti, nel dominio del tempo, in termini di tensioni totali.

L’input sismico, rappresentato da uno o più accelerogrammi, viene applicato al bedrock e viene valutato il moto di propagazione delle onde per qualsiasi nodo del modello discretizzato a maglie triangolari.

RSL III 2D produce dettagliati elaborati sia di testo che grafici compatibile con le NTC.

Mechanically Stabilized EarthOut Of Stock

Mechanically Stabilized Earth – MRE

Mechanically Stabilized Earth – MRE

Design and verification of mechanically stabilized earth with metallic elements or geomembranes, both in static and seismic conditions.
The software allows you to easily create the input through a series of dedicated tools such as automatic generation of reinforcement positions, generation of the reinforced soil profile, choosing between steady gradient profile or terracedprofile.

The user can define different reinforced soil types in the same file and simultaneously perform all the verification and project analysis for multiple load combinations.
The program has a database of the main reinforcement elements which can be enriched by the user.

MRE: is part of Slope Extensoin module, an additional modulo of SLOPE software

Progettazione impianti geotermici – GHP DESIGN 3D

400.00 esc. IVA

Software calcolo geotermia per gli impianti a bassa entalpia, in accordo con le più recenti normative, consente di effettuare il dimensionamento sia delle sonde geotermiche verticali, attraverso il metodo ASHRAE (partendo dai fabbisogni energetici dell’edificio su scala mensile e considerando scambiatori ad U single/double e coassiali), sia delle sonde geotermiche orizzontali (in funzione del clima locale, della tipologia di terreno, della potenza termica e frigorifera dell’installazione e dell’andamento stagionale del fattore di carico), in modo da garantire il deflusso turbolento del fluido termovettore. GHP Design 3D produce dettagliati elaborati progettuali.

01/06/2015 - 2016.8.3.47

earth small damsearth small dams

Earth Small Dams – ESD

480.00 esc. IVA

Software for the check of earth small dams under both static and seismic conditions.

Checks under: full tank, empty tank, quickly emptied tank.
Hydraulic piping check, determination of the seepage rate through the work, seepage length, saturation line trend.

VIDEO…

Microzonazione sismica di 2 e 3 livello

390.00 esc. IVA

Software per la valutazione della risposta sismica locale con metodi di livello 2 e 3. Con i metodi di livello 2 è possibile caratterizzare in maniera qualitativa vaste aree territoriali generando delle mappe indicative della pericolosità sismica con la valutazione del fattore di amplificazione tramite vari metodi tra i quali quello di Medvedv, Midorikawa-Fujiimoto e quello adottato dalla Regione Lombardia. Con i metodi di livello 3 è possibile valutare puntualmente l’effettiva amplificazione stratigrafica su di un’analisi nel dominio delle frequenze sfruttando la soluzione dell’equazione differenziale che governa il problema della propagazione di onde di taglio in un solido alla Kelvin-Voigt ed un comportamento dei terreni alla Ishibashi-Zhang.

Rockfall protection embankments

Rockfall protection embankments

99.00 esc. IVA

The rockfall embankment works are constituted by an earth structure with a trapezoidal geometry, often combined with the presence of a rocktrap coated by a low elastic restitution coefficient material (eg. sand). For the sizing of the work are carried out the usual assessments provided for works of loose materials, ie the calculation of the bearing capacity of the foundatoin ground, the settlements of the foundation ground and the stability calculation  of the two sides upstream and downstream.

USE AS STANDALONE OR WITH GEOROCK 2D. UNZIP THE FILE IN THE INSTALLATION FOLDER OF GEOROCK 2D.

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OVERTURNING VERIFICATION SPREAD FOOTINGS

99.00 49.00 esc. IVA

The computation is based on the calculation of the rigid body equilibrium (EQU) of the infinitely rigid foundation (both flexurally and extensionally) compared to the rotation around the sides (edges) of the base polygon on the lean concrete.

It is therefore to check if, with respect to each side of the polygon, the ratio between the stabilizing moment and the overturning moment Mstab/Mdestab is higher than the partial safety factor ϒR = 1.15 (Eurocode). It is ultimately to make an equilibrium to the rotation around each of the sides considering them as a linear fix hinge designing all the moments (overturning and stabilizing) in the vertical orthogonal plane to the individual base sides excluding any of the ground reaction force (that in a limit state of rigid rotation in fact is free from contact with the spread footing).

COMPATIBLE WITH LOADCAP 2018. UNZIP THE FILE IN THE INSTALLATION FOLDER OF LOADCAP 2018.

Embankment settlement

99.00 esc. IVA

Embankment settlement: The prediction of embankment settlement is a critically important issue for the serviceability of subgrade projects, especially the post-construction settlement. A number of methods have been proposed to predict embankment settlement; however, all of these methods are based on a parameter, i.e. the initial time point. The difference of the initial time point determined by different designers can definitely induce errors in prediction of embankment settlement. This paper proposed a concept named “potential settlement” and a simplified method based on the in situ data. The key parameter “b” in the proposed method was verified using theoretical method and field data. Finally, an example was used to demonstrate the advantages of the proposed method by comparing with other methods and the observation data.