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Pile cap foundation software software#

Through user-friendly dialogs we can define several parameters like the pile cap shape, the pile positions and direction and the external load magnitude and position on the pile cap. In this case, we will design a 3ft thick concrete circular pile cap (8ft Radius), supported by 17 helical piles. The pile cap can be created with the Pile Cap Wizard within our programs. Pile Cap Options and Pile Configuration in DeepFND/HelixPile By pressing “Edit” on this dialog, we can define the pile type and the pile structural section.įigure: Define pile dimensions and data dialog.įigure: Define pipe section and helix configurations.Ĭ. We have to double-click on the pile and define the pile parameters in the dialog that appears. The required pile length can also be calculated by the software. Later, based on the analyses results, we can choose to optimize the pile section and the pile embedment. In DeepFND we have to define the pile type, structural section (pipe section and helix configurations) and original depth. Define pile section and initial length:.In the dialog that appears, we can define the top of the soil layer elevation and the soil type for each soil layer.

Pile cap foundation software software#

The soil parameters can be defined manually, or with the use of the software SPT estimator or local parameter estimation tools.įrom the General tab of DeepFND we can select the option “Edit Boring”. In the dialog that appears, we can modify the existing soils database or add new soils, and then for each one of them, we have to define the general soil properties, the soil model and the lateral soil properties. Define soil properties and stratigraphy:įrom the General tab of DeepFND we can select the option “Edit Soil Type Data”.In DeepFND software, we should define initially the soil properties of all soils according to the geotechnical report, the model stratigraphy, the pile head loads and the pile initial depth and structural section. This example was created using the Helical Pile component of the DeepFND software, but the exact same options should be followed to create the model in HelixPile. On the other hand, HelixPile includes only helical pile sections. The only difference is that DeepFND can do the lateral and vertical design of all pile types (helical and non-helical). They share the same user-friendly interactive interface, and they include the same analysis options. Our software programs DeepFND and HelixPile are identical. These are long and slender members whose length can be more than 15m.Slope Stability - Inclinometers Monitoringģ Plates (D=12, 14 and 16 in), Thickness: 0.5in

Piles transfers the loads from structures to the hard strata, rocks or soil with high bearing capacity.

A pile foundation consists of two components: Pile cap and single or group of piles.

This is due to the soil condition or the order of bottom layers, type of loadson foundations, conditions at site and operational conditions.

Pile foundation is required when the soil bearing capacity is not sufficient for the structure to withstand.

A similar structure to a pile cap is a “raft”, which is a concrete foundation floor resting directly onto soft soil which may be liable to subsidence.

The cast concrete pile cap distributes the load of the building into the piles.

It usually forms part of the foundation of a building, typically a multi-story building, structure or support base for heavy equipment.

A pile cap is a thick concretemat that rests on concrete or timber piles that have been driven into soft or unstable ground to provide a suitable stable foundation.

Deep foundationsare necessary where the bearing capacity of the surface soils is insufficient to support loads imposed and so they are transferred to deeper layers with higher bearing capacity.

Shallow foundations are typically used where the loads imposed by a structure are low relative to the bearing capacity of the surface soils.

Very broadly, foundations can be categorised as shallow foundationsor deep foundations.

Foundations provide support for structures, transferring their load to layers of soil or rock that have sufficient bearing capacity and suitable settlement characteristics.