Si estás en la industria de excavaciones profundas, eres consciente de todos los desafíos que deben abordarse. El diseño de excavaciones profundas puede ser un negocio arriesgado si no se cuidan los detalles. Desde seleccionar el tipo de muro y el arriostramiento, estimar las propiedades del suelo y las cargas de los edificios, hasta los métodos de diseño y análisis, el número de desafíos de diseño que deben cumplirse son muchos. Por eso creamos DeepEX, un programa de software que aborda todos estos desafíos de excavaciones profundas de manera eficiente y completa.
Antes, a nuestro CEO le tomaba una semana completar el diseño de una sección de excavación profunda. Ahora, con DeepEX, el mismo diseño se puede completar en 30 minutos o menos.
Nos apasionan las excavaciones profundas y podemos ayudarte a tener éxito.
DeepEX es un programa de software innovador y fácil de usar para excavaciones profundas, desarrollado por expertos para ingenieros como tú. Resuelve diseños geotécnicos y estructurales para muchos tipos de muros que incluyen muros de tablestacas, muros de pilotes y muros diafragma con múltiples secciones de refuerzo. DeepEX también puede realizar análisis de estabilidad de taludes con clavado de suelo. Viene equipado con todos los códigos de diseño estructural y geotécnico. DeepEX acumula una larga experiencia internacional en experiencia geotécnica y estructural en diseño de excavaciones profundas y desarrollo de software con más de 3000 usuarios en todo el mundo. Ingenieros en Estados Unidos, Singapur, Australia, India, Ucrania, Turquía, Malasia y otros países utilizan DeepEX como su herramienta preferida para el diseño de excavaciones profundas.
1
Acerca de
DeepEX 2024  Diseño de Excavaciones Profundas y Túneles:
Resolver Equilibrio Límite, Estabilidad de Taludes, Análisis No Lineal, Elementos Finitos en 2D y 3D, diseño en 3D, visualización en 3D, generación de planos, diseño de túneles, evaluación de daños en edificios de toda la ciudad y más, todo en una sola solución.
3
Nuestros Tutoriales
CÓMO FUNCIONA EL SOFTWARE DEEPEX: ¡TOMA < 2 MINUTOS ENTENDER CUÁN PODEROSO ES DEEPEX!
¡Diseña y optimiza una excavación profunda en tan solo 5 minutos!
¡Estima el costo, realiza un análisis de estabilidad global, prepara tus dibujos de sección (DXF)!
¡Impresiona a tus clientes con la excavación en 3D o realidad virtual antes de que se construya nada!
¡Ahorra tiempo y esfuerzo en el diseño de cualquier modelo de excavación profunda!
¡Evalúa diferentes alternativas y métodos en segundos!
¡Entorno interactivo similar a un juego!
2
Beneficios
¿Por qué elegir DeepEX?
4
Características
PRINCIPALES CARACTERÍSTICAS Y CAPACIDADES DE DEEPEX

SUPERIOR INTERACTIVE INTERFACESnailPlus is an extremely userfriendly software, which offers an interactive model interface. In the model area we can create all the stages stages and define all project parameters (external loads, soil nail sections, shotcrete section etc.) graphically. All items on the model area (boring, soil nails, facing) can be accessed and their properties can be defined through userfriendly dialogs.

EXPORT REPORTS IN PDF AND MS WORDSnailPlus reports can include tables and graphs with all examined model properties and calculated results. We can also choose to include to the report all structural design equations and calculation procedure. The SnaiPlus reports can be previewed, exported to PDF or exported to Word format, so they can be further edited by the user. Select Design Sections to Report Select Construction Stages to Report Customize Report Graphs Define Report Layout Define Report Sections Possibility to Report Equations and Stage Calculations Preview the Report Export Reports in PDF and Word Formats

SOIL PROPERTIES  SPT RECORDS  CPT LOGSThe soil types, soil properties and stratigraphies can be easily defined in SnailPlus through userfriendly dialogs. In SnailPlus we can create an unlimited list of soils and define all soil properties quickly. The software provides several estimation tools (SPT Estimator and partial estimation tools for each property using scientific methods and equations). In SnailPlus we can add directly SPT Records and CPT Logs, which can be used from the software to estimate various soil properties. Define list of soil types Define list of stratigraphies (borings) Soil properties estimation tools SPT Records CPT Logs

MODEL WIZARD  CREATE A MODEL IN SECONDSSnailPlus Model Wizard can be used to create any sloped surface with all construction stages, excavations and soil nail and facing installation in minutes. We can use the Wizard tabs to define all project parameters (sloped surface parameters, soil nail  head plates and shotcrete structural sections, stage options and design standards). The Wizard creates the model automatically, saving us a lot of time and effort for the initial creation.

STRUCTURAL AND GEOTECHNICAL DESIGN CODESHelixPile has implemented many international design codes and standards for the design and analysis (structural and geotechnical) of the helical piles. In HelixPile we can perform a service or factored design with the use of US and European standards. We can easily select and change between several US, European, Australian and Chinese structural codes. ACI 31811 (Reinforced Concrere Members) ASD 1989 (Allowable Stress Design  Steel Members) AASHTO LRFD 13th Edition (Steel Members) AISC 360 and 360Allowable (2010 and 2016) EUROCODE 2, 7 and 8 Specifications AASHTO LRFD Load Combinations European Codes (DIN, BS, XP94, DM, DA) Australian Standards (AS 3600, AS/NZS 4100) Chinese Standards (CN)

PILE GROUPS  PILE RAFTSHelixPile can design both Single Helical Piles, and Pile Groups with multiple piles (the additional optional module Pile Groups is required). The software can also design Pile Rafts, considering the combined effect of the soil below the raft (additional module to our Pile Group option). Single Helical Piles Rectangular Pile Caps Triangular Pile Caps Circular Pile Caps Hexagonal Pile Caps Octagonal Pile Caps UserDefined Perimeter Pile Caps Pile Rafts

PILE TYPES & HELIX CONFIGURATIONSHelixPile can do full vertical and lateral design of helical piles. The helical piles in HelixPile can be of any typical shape (pipes, square solid and square hollow sections). In each pile we can define and assign and unlimited number of helix configurations. The piles can be grouted. Finally, we can use external casing on the pile head, increasing the pile lateral capacity. Steel pipes Square sodid steel sections Square hollow steel sections Unlimited helix configurations per pile Grouted piles Use of external steel casing

AXIAL & LATERAL PILE ANALYSISHelixPile can perform both vertical and lateral pile analysis. HelixPile uses both the individual plate and the cylinder methods, reporting the most critical results. The general and the Helicap equations can be selected. For the vertical pile design, we can select to use either the Vesic, or the MeyerhoffHansen method. HelixPile calculates and checks the helical pile installation torque. For the lateral pile analysis, HelixPile can use either the defined load on the pile head and calculate the developed moment, shear and pile displacement diagrams, or it can perform a pushover analysis, calculating and presenting the required lateral load to achieve a specified pile head displacement. HelixPile can perform settlement analysis. In the software we can select one of the implemented pile acceptance criteria, or define our own.

SUPERIOR INTERACTIVE INTERFACEHelixPile is an extremely userfriendly software, which offers an interactive model interface. In the model area we can create different loading stages and define all project parameters (external loads on the pile head, pile section properties etc.) graphically. All items on the model area (boring, pile, external loads) can be accessed and their properties can be defined through userfriendly dialogs.

EXPORTED REPORTS IN PDF & WORDHelixPile can generate extensive reports for all examined design sections (piles) and loading stages. The reports in HelixPile are totally customizable  the end user can always select all the report sections included in the final report. HelixPile reports can include tables and graphs with all examined model properties and calculated results. We can also choose to include to the report all structural design equations and calculation procedure. The HelixPile reports can be previewed, exported to PDF or exported to Word format, so they can be further edited by the user. Select Design Sections to Report Select Construction Stages to Report Customize Report Graphs Define Report Layout Define Report Sections Possibility to Report Equations and Stage Calculations Preview the Report Export Reports in PDF and Word Formats

AUTO MODEL GENERATION & OPTIMIZATIONHelixPile Model Wizard can be used to create any deep foundation model in minutes. We can use the Wizard tabs to define all project parameters (analysis settings, pile type and structural section, external loads and design standards). The Wizard creates the model automatically, saving us a lot of time and effort for the initial creation. HelixPile has an automatic length optimization tool. The software can use a defined step to increase the pile depth up to a defined depth limit, calculating the axial tension and compression capacity in each step.

SOIL PROPERTIES  SPT RECORDS  CPT LOGSThe soil types, soil properties and stratigraphies can be easily defined in HelixPile through userfriendly dialogs. In HelixPile we can create an unlimited list of soils and define all soil properties quickly. The software provides several estimation tools (SPT Estimator and partial estimation tools for each property using scientific methods and equations). In HelixPile we can add directly SPT Records and CPT Logs, which can be used from the software to estimate various soil properties. Define list of soil types Define list of stratigraphies (borings) Soil properties estimation tools SPT Records CPT Logs

MULTIPLE WALL TYPESQuayWalls software can design any gravity type section quay wall, calculating soil, water, wave and seismic pressures on the wall system. QuayWalls can be used for the design and analysis of: Cantilever walls Segmental Walls Box Caisson Walls with soil infill zones T Shaped Walls User Defined Walls

WAVE PRESSURES & OVERTOPPINGQuayWalls can calculate wave pressures with a number of established methods. The initial wave heights and wave lengths can be estimated with implemented recommendations, or manualy defined by the user through a userfriendly dialog. Finally, QuayWalls can automatically estimate overtopping flow rates since it can perform average overtopping volume calculations using PROVERBS equations. Goda SainFlou Coastal Engineering Manual 2011 Allsop PROVERBS

SLOPE STABILITY ANALYSIS & SOIL NAIL DESIGNSnailPlus global stability of slope surfaces (simple or reinforced with soil nails). SnailPlus can calculate and report the most critical slope surface and the slope stability safety factor with the use of several scientific methods. Soil nails can be used in the slope surfaces. SnailPlus calculates the effects of the soil nails to the slope stability analysis. Bishop Method MorgensternPrice Method (General Limit Equilibrium) Spencer Method French Clouterre standards for the soil nail design

FULL DESIGN OF THE SHOTCRETE FACINGSnailPlus can design the shotcrete facing. Two stage facings (temporary and permanent) can be also defined and analyzed with the software. SnailPlus performs checks on the soil nail head plates. Design of the shocrete facing Two step facing available Head plate checks

DESIGN CODES AND SPECIFICATIONSSnailPlus has implemented various different standards and specifications for the soil nails and shotcrete facing design. In SnailPlus we can select ACI and FHWA specifications for the structural design. In the software we can either use Service Limit State or Ultimate Limit State methods. ACI Direct method FHWA and FHWA LRFD methods LRFD WSDOT 2019 (GDM) ASD Safety factors LRFD FHWA GEC7 EUROCODE 7  ULS Approach

MULTIPLE SLOPE SURFACE SEARCH OPTIONSSnailPlus can locate and report the most critical slope surface using various slope surface search methods: Circular Slope Surfaces Circular Surfaces with Active and/or Passive Wedges Automatic Surface Search Method Trilinear Surface Search Methods Surfaces with Blocktype failure UserDefined Slope Surfaces

What is the difference between DeepFND and HelixPile?DeepFND and HelixPile are two similar, powerful software programs for the design and evaluation pile foundations. The programs can perform structural and geotechnical, lateral, and axial analysis of any foundation pile (single piles, pile groups and pile rafts).The only difference between the two programs is the available pile types. DeepFND can design all pile sections and pile types (helical and nonhelical – drilled, driven, caissons, micropiles, CFA piles and more), whereas HelixPile can design only helical piles.

Does your program check the structural capacities of the piles as well?DeepFND and HelixPile software have implemented several structural codes used worldwide. The software do all calculations according to the selected standard and calculate the pile moment and shear capacities. All structural design checks and equations can be included in the software reports. Figure: Pile Moment, Shear and Displacement Diagrams  DeepFND

Can your software design pile caps with a group of piles?Our foundation pile design software can design single foundation piles, pile groups and pile rafts. The following pile cap shapes are available: Rectangular Pile Caps Triangular Pile Caps Circular Pile Caps Hexagonal Pile Caps Octagonal Pile Caps UserDefined Perimeter Pile Caps Pile Rafts The user can create a concrete cap of any shape and define the pile configuration (pile locations and structural sections). The program can calculate the load that is transfered on each pile, considering the pile location and analyze all piles. Figure: A Rectangular Cap with Concrete Piles  DeepFND Figure: A Circular Cap with Helical Piles  DeepFND and HelixPile

What type of Pile Analysis can your software do?Our foundation piles design software DeepFND and HelixPile can perform axial and lateral analysis of any pile type. The programs can calculate the pile shaft resistance and the bearing capacity of the piles, taking into consideration the pile installation method. In addition, the software can do lateral pile analysis, calculating the pile displacements, moment and shear diagrams for any applied load combination on the pile head.

How is the pile cap modelled, rigid or finite stiffness?The pile cap is modelled with quadrilateral shell finite elements. The user can post process stress resultants and displacement of the cap.

What type of loads can i add on a single pile?In DeepFND and HelixPile software, we can add axial loads, lateral loads and external moments on both directions on each single pile head. In addition, we can add a distrubuted lateral load along the pile (userdefined elevations and magnitude). The following list summarizes the loads that can be applied on each axis.  Axial Loads (Z Axis) In DeepFND and HelixPile we can add axial loads on the pile head. A positive axial load magnitude is a compression load (downwards) and a negative magnitude is a tension load (uplift).  Lateral Loads (X Axis) The XAxis is along the screen. A positive magnitude is a lefttoright load, and a negative magnitude is a righttoleft load.  Lateral Loads (Y Axis) The YAxis is on the perpendicular direction of the screen. A positive magnitude is an inwards load, and a negative magnitude is an outwards load (from the screen to the user).  External Moments (X and Y Axis) The external moments on each direction can be defined for each stage. A positive moment magnitude is a counterclockwise moment, a negative value is a closkwize moment.

Which structural section types can i use in DeepFND?DeepEX software can design any common pile type in minutes. The user can select the preferred pile type and define fast the wall section properties (dimensions, reinforcement, materials). The following pile types are available: Typical piles (drilled, driven, CFA, Caisons etc) can be of any typical shape (circular, square, hollow) reinforced concrete, structural steel or timber (wood). The pile can be normal or belled type. We can define composite pile sections and we can change the pile section along the pile depth. Helical piles in DeepFND can be of any typical shape (pipes, square solid and square hollow sections). In each pile we can define and assign and unlimited number of helix configurations. The piles can be grouted. Finally, we can use external casing on the pile head, increasing the pile lateral capacity. Helical piles (pipes, square solid or square hollow sections) Reinforced concrete piles (circular or square section) Prestressed Concrete & Sections with GFRP and CFRP Steel beams (H piles, pipes, channel sections) Belled type piles Timber piles (wood) Steel core piles Composite piles

Can i check a certain pile under different load combinations?In DeepFND and HelixPile software, the user can add construction stages in any foundation pile section model. The stages in our foundation pile design programs work as loading stages, we can access and define tha axial tension and compression loads, as well as, the lateral loads and external moments for different stages and the software will calculate the pile capacities for all load combinations. Figure: Pile Loading in different stages

How can i add a CPT log in your software?The user can create the file in excel and then export it as tab delimited. The file can be of .txt or .cor format. The files should follow a specific format  1st row should be parameter names, second row should be the units, and then row by row (without the first column numbering), we need to include four specific columns as presented in the image below: After the cpt log import, the user needs to press on the "Process Data" button, so the rest of the properties are estimated:

Is it possible to view the Moment and shear and interaction diagrams used to calculate reinforcement?In DeepFND we can view the interaction diagrams for each concrete section. We can also view Moment and shear along the pile, with the capacity indicated with the red lines left and right of the M and Q diagrams. All diagrams, including the interaction diagrams can be included in the exported reports.

For a piled raft, how is the influence of the raft on the soil taken into account?When the raft option is enabled the soil beneath the cap is considered through a nonlinear Winkler base (either elastoplastic or exponential plastic formulation based on user selection). Influence of the raft on the soil is taken into account through the automatic configuration of the free length of the internal piles based on the intersection between the pile influence regions. The soil enclosed within the free length region is considered to be moving along with the cap and piles , thus shear resistance contribution along the perimeter of the piles within the free length region is considered to be zero.

Can i create and save my own piles with helix configurations in DeepFND & HelixPile?DeepFND and HelixPile software programs can design any common helical pile shape (pipes, square solid and square hollow sections). We can easily select the section shape and define the section parameters (dimensions, material properties etc). On each created pile section, we can fast generate several helix configurations, by defining the number of helixes, the helix plate diameter and thickness, and the plate spacing. All the generated helix configurations can be saved on a partial database, unique for each generated pile. Later, we can simply access and assign one of the generated helix configurations to the pile. We can select to use an external casing on any helical pile, in order to increase the lateral pile capacity. We simply need to define the casing section and the length from the pile top, where the casing is placed. The generated helical pile sections can be saved in a folder in any local device, and they can be loaded in any software file. Finally, any pile in DeepFND and HelixPile can be grouted. For grouted piles, we need to define the grout diameter, and the part of the pile which is grouted.

What type of loads can i add on a pile cap?In DeepFND and in HelixPile, we can define several loads on a pile cap, as follows: A. Single load at the pile cap centroid This is the default option in the software Wizard. The user can automatically define the maximum axial load on the cap, the maximum lateral loads and external moments on each direction (X and Y axis), as well as the torsional moment that can be applied on the cap. B. Point Loads on UserDefined Locations This option allows the user to create load groups of point loads and define the load coordinates, as well as the magnitude of the axial load, and the lateral load and moment at every axis (X and Y). C. Area Loads on the Pile Cap This option allows the user to assign an area pressure load on the whole cap surface, or at userdefined locations. D. Linear Loads on the Pile Cap This option allows the user to assign linear loads between 2 userdefined points on the pile cap.

What in the Max Stress Check result i get in the summary table after the analysis?The maximum stress check result is the most critical of all structural and geotechnical checks. DeepFND calculates all and reports there the most critical one (biggest). In general, all checks in the program are (applied force/Capacity). So, Max Stress Check is the most critical of: 1. (Maximum Compression Load) / (Compression Capacity) (Geotechnical check) 2. (Maximum Tension Load) / (Tension Capacity) (Geotechnical check) 3. (Maximum plate reaction) / (Plate Ultimate Capacity) (Structural Check) 4. (Maximum Pile Moment) / (Pile Moment Capacity) (Structural Check)

How is the structural resistance determined?The structural capacity is calculated in accordance to the standards selected by the user and the nature of the section (concrete, steel, timber, composite etc). The user can define the structural section (concrete piles with internal reinforcing cage, steel casing, drivel steel beams with or without concrete covers, timber piles and then the software uses the corresponding design codes.

What theory is used for the lateral pile load analysis?The software uses PY curves to simulate the soil, while an EulerBernoulli beam (elastic or inelastic pile behaviour with distributed plasticity along the pile) is used for the pile. A full FEM analysis engine is currently under development and will be implemented in the DeepFND/HelixPile 2021 versions.

How does DeepFND consider the pile cap side lateral response (if the cap is inside the soil)?For the lateral resistance contribution of the cap there are 2 mechanisms that need to be included, (a) the passive resistance and (b) the bottom/side friction resistance of the pilecap. We have incorporated an automatic calculation of all the lateral springs of a pile cap. The constitutive laws of the pilecap lateral springs used in the software are illustrated bellow:

Is pile to pile interaction taken into account and how?The user has a number of options available for the consideration of the group interaction factors. The automatic approach corresponds to the methodology proposed in [1], however an extension has been implemented where influence between piles with different dimensions is taken into account.

PILE GROUPS  PILE RAFTSDeepFND can design both SinglePiles, and Pile Groups with multiple piles (the additional optional module Pile Groups is required). The software can also design Pile Rafts, considering the combined effect of the soil below the raft (additional module to our Pile Group option). Single Piles Rectangular Pile Caps Triangular Pile Caps Circular Pile Caps Hexagonal Pile Caps Octagonal Pile Caps UserDefined Perimeter Pile Caps Pile Rafts

GEOTECHNICAL CAPACITY  PILE TYPESDeepFND implements all approved scientific methods for the design of deep foundation piles. With DeepFND we can design drilled piles, driven piles, CFA piles,caissons, drilledindisplacement piles, micropiles and helical piles. Drilled Piles Driven Piles DrilledInDisplacement Piles CFA Piles Micropiles Caissons Helical Piles Implemented Standards: FHWA GEC8 & GEC 10 AASHTO Norlund AASHTO LRFD O’Neil and Reese FHWA 1999

STRUCTURAL DESIGNDeepFND incorporates many international design codes and standards for the design and analysis (structural and geotechnical) of all wall pile types. In DeepFND we can perform a service or factored design with the use of US and European standards. We can easily select and change between several US, European, Australian and Chinese structural codes. ACI 31811 and 31819 (Reinforced Concrere Members) ASD 1989 (Allowable Stress Design  Steel Members) AASHTO LRFD 13th Edition (Steel Members) AISC 360 and 360Allowable (2010 and 2016) EUROCODE 2, 7 and 8 Specifications AASHTO LRFD 6th, 8th and 9th PEN DOT AASHTO European Codes (DIN, BS, XP94, DM, DA) Australian Standards (AS 3600, AS/NZS 4100) Chinese Standards (CN) NYC Building Code IBC 2015 standards

AXIAL & LATERAL PILE ANALYSISDeepFND performs both vertical and lateral pile analysis and includes several bearing capacity equations. Easy recommendations help you select the appropriate method depending on the pile type and installation method. For regular piles: DeepFND implements multiple pile installation standards (FHWA GEC8 and 10, AASHTO Norlund, IBC, NYC Building Code, AASHTO LRFD and more). For helical piles the software uses both the individual plate and the cylinder methods, reporting the most critical. The general and the Helicap equations can be selected. For the vertical pile design, we can select to use either the Vesic, or the MeyerhoffHansen method. DeepFND calculates and checks the helical pile installation torque. For the lateral pile analysis, DeepFND can use either the defined load on the pile head and calculate the developed moment, shear and pile displacement diagrams, or it can perform a pushover analysis, calculating and presenting the required lateral load to achieve a specified pile head displacement. DeepFND can perform settlement analysis. In the software we can select one of the implemented pile acceptance criteria, or define our own.

SOIL PROPERTIES  SPT RECORDS  CPT LOGSThe soil types, soil properties and stratigraphies can be easily defined in DeepFND through userfriendly dialogs. In DeepFND we can create an unlimited list of soils and define all soil properties quickly. The software provides several estimation tools (SPT Estimator and partial estimation tools for each property using scientific methods and equations). In DeepFND we can add directly SPT Records and CPT Logs, which can be used from the software to estimate various soil properties. Define list of soil types Define list of stratigraphies (borings) Soil properties estimation tools SPT Records CPT Logs

SUPERIOR INTERACTIVE INTERFACEDeepFND is an extremely userfriendly software, which offers an interactive model interface. In the model area we can create different loading stages and define all project parameters (external loads on the pile head, pile section properties etc.) graphically. All items on the model area (boring, pile, external loads) can be accessed and their properties can be defined through userfriendly dialogs.

AUTO MODEL GENERATION & OPTIMIZATIONDeepFND Model Wizard can be used to create any deep foundation model in minutes. We can use the Wizard tabs to define all project parameters (analysis settings, pile type and structural section, external loads and design standards). The Wizard creates the model automatically, saving us a lot of time and effort for the initial creation. DeepFND has an automatic length optimization tool. The software can use a defined step to increase the pile depth up to a defined depth limit, calculating the axial tension and compression capacity in each step.

EXPORTED REPORTS IN PDF & WORDDeepFND can generate extensive reports for all examined design sections (piles) and loading stages. The reports in HelixPile are totally customizable  the end user can always select all the report sections included in the final report. DeepFND reports can include tables and graphs with all examined model properties and calculated results. We can also choose to include to the report all structural design equations and calculation proced