Ukg Simulation Application 2015

Deep-rooted design can be more complex and complicated than it appears in simple textbooks. Determining the capacity of a geologic pile is an art that uses many different methods. Often, in addition to evaluating the skin friction and end support, we also need to determine the capacity of the side section. Add to these structural capacity calculations, settlement functions, pile groups, stacks and many different design codes such as AASHTO LRFD and Eurocode 7 or Australian standards and you can spend more time researching design methods using different design solutions . working solution.

Ukg Simulation Application 2015

That’s why we created DeepFND, a powerful and easy-to-use foundation software designed by experienced engineers to help you build deep foundations and reduce risk.

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These are not just marketing words. We are experienced engineers with a passion to help you succeed.

Almost all types of pegs, screwing, drilling, drilling, spikes, casings, to create any part of the stake you want!

This is the Deep Foundation program that the industry has been missing for years! We now combine structural and geotechnical expertise into a complete core package.

Stop wasting time, one pack for your deep foundation project. From axial and lateral geotechnical capacity to structural capacity, piled soil and piled shelf.

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If you want all your deep fundamental calculations done in one program, DeepFND is for you. We all know the challenges of predicting heap performance. If you are an engineer rather than an analyst involved in deep core design, DeepFND is for you.

You will be able to perform structural and geotechnical calculations for well piles, driven piles, caissons, micropiles, CFA piles, bored piles and driven piles. Easily change types of piles, sections and reinforcement. The software performs a complete analysis of lateral and vertical piles and can add the required length of embedment. DeepFND can design individual clusters and groups of clusters.

DeepFND implements all proven scientific methods of core stack architecture. With DeepFND, we can design excavated piles, driven piles, CFA piles, caissons, excavated piles, micropiles and driven piles.

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DeepFND includes many international design codes and standards for the design and analysis (structural and geotechnical) of all types of wall piles.

At DeepFND, we can provide services or projects according to American and European standards. We can easily select and convert various US, European, Australian and Chinese model codes.

DeepFND performs vertical and lateral cluster analysis and includes several bearing capacity equations. Simple recommendations help to choose the right method according to the type of piles and installation method.

For conventional piles: DeepFND implements various pile installation standards (FHWA GEC-8 and 10, AASHTO Norlund, IBC, NYC Building Code, AASHTO LRFD, etc.).

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For helical piles, the program uses one plate and cylindrical channels, reporting the most important. General equations and helicopters can be selected. We can choose to use the Vesic or Meyerhoff-Hansen method for vertical stack construction. DeepFND calculates and verifies the torque for installing helical piles.

For lateral pile analysis, DeepFND can use a specified pile head load and calculate the generated moment, shear and displacement diagrams of the pile, or perform a pushover analysis by calculating and extracting the lateral load required to reach a specified pile head. to move

DeepFND can perform bill analysis. In the program, we can choose one of the implemented stack acceptance parameters or define our own.

All types of piles for axial and lateral construction were studied – deep foundations from A to Z, driven, driven, spiral.

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Standard piles (drilled, driven, CFA, box etc.) can be any regular shape (round, square, hollow), reinforced concrete, structural steel or wood (timber). The pile can be normal or bell type. We can define composite stack sections and change the stack section as well as the stack depth.

DeepFND spiral piles can have any regular shape (contoured, solid square and hollow square). We can define and assign an unlimited number of spiral configurations in each column. Posts can be shot. Finally, we can use an outer shell on the pile head, increasing the capacity of the pile side.

DeepFND can create single piles of any shape and mounting type, as well as multi-pole groups (requires the optional Pole Groups module).

The software can also design pile shelves taking into account the overall effect of the soil under the pile (an additional module for our pile group option).

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Using the 3D FEM module, the user can model any type of beam/column foundation using the advanced finite element method. The module provides several automation methods, making the creation of a complex object model a simple and error-free process. The following model options are available:

Posts – Posts are designed as beams (Euler-Bernoulli bundle) based on the 3D embedded bundle concept. The user can choose the elastic behavior of the pile or the distributed plasticity model based on the deformation of the pile sections.

The user can perform robust time history analysis using P-Y and finite element methods. Any number of points, lines, and real-time history loads can be used on any basis. In addition, seismic loads resulting from the time history of displacement at the boundaries of the soil field are also possible.

The DeepFND pattern wizard can be used to create any basic deep pattern in minutes. Using the Wizard tabs, we can define all the design parameters (analysis parameters, pile type and structural section, external loads and design standards). The wizard creates the template automatically, saving you a lot of time and effort on initial development.

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DeepFND has an automatic height extension tool. The software can use the specified step to increase the pile depth up to the defined depth limit, calculating the axial stress and compressive capacity at each step.

With DeepFND, we can create an unlimited list of soils and quickly identify all soil properties. The software provides various estimation tools (SPT estimation tools and component estimation tools for each property using scientific methods and equations).

You can directly add SPT records and CPT records that can be used in software to evaluate various soil properties.

DeepFND can provide detailed reports on all analyzed structural parts (piles) and loading steps. DeepFND reports are fully customizable – the end user can select all report fields included in the final report at any time.

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DeepFND reports can include tables and graphs with all structural properties examined and results calculated. We may also choose to include all structural design equations and calculation procedures in the report.

HelixPile reports can be viewed, exported to PDF or exported to Word format for further user editing.

DeepFND offers many options and add-on modules that can greatly expand the program’s capabilities and meet your exact needs! Learn more about pricing and licensing for DeepFND software packages.

Massif Analysis: Massif analysis considers the pile response from nonlinear analysis. Users can define the restriction of any chapter and account for basic differences at any time. Interaction effects can be estimated using a variety of methods, including user-defined p-reduction factors.

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Pile Raft Analysis: Pile Raft analysis is based on the pile section, which allows the user to estimate the effect of soil pressure under the pile cap. Non-linear ground springs can be considered. The results were calibrated by finite element simulation.

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