Geotechnical Software - Offshore Pile Foundation
Pile Capacity Estimation Estimates the ultimate axial capacity of piles under compressive and tensile loads, with a breakdown into shaft friction and base resistance at various soil depths.
Supported methods by soil type:
A distance of 3D develops full base resistance in strong layers; a 3D safe distance from the pile tip prevents punch-through of underlying weak layers. Rock capacity is based on unconfined strength.
Axially Loaded Pile Analysis This is a powerful module specifically designed to analyze the behavior of pile foundations under axial compressive and tensile loads. Our software offers two independent sub-modules to handle this task:
Generation of t-z and Q-z curves
This sub-module generates a comprehensive set of t-z curves along the pile's shaft length and a Q-z curve at the pile base for compressive loading. Multiple t-z curves are generated for each soil layer.
Methods available for t-z (per layer) and Q-z (at pile tip) generation:
API-based methods also account for reduction in post-peak adhesion in clay layers through a factor R.
Axial pile deformation analysis
The interaction between the pile and soil is modeled using finite element methods, where the pile is treated as an elastic structural member with variable axial rigidity, and soil support along the pile shaft is provided by a set of t-z springs. The base support is provided by a Q-z spring, and both t-z and Q-z springs are represented by curves that capture the non-linear nature of soil support. Our software offers the flexibility to use either user-defined t-z and Q-z data or curves generated by the software based on soil properties. The analysis employs an iterative approach to achieve convergence.
Modeling of soil support using t-z and q-z springs
The following loading may be given and used for the analysis
(a) Axial loads at various depths along the length of the pile (up to 20 including load at pile head).
(b) Self-weight of the pile
The analysis provides settlement of the pile head under a given load on the pile, variation of axial load, axial stresses along the pile length, and the load carried by the pile base. Different loads applied on the pile head and the corresponding head settlements provide the load settlement curve.
With our Axially Loaded Pile Analysis module, you can optimize your pile designs and ensure their structural integrity under axial compressive and tensile loads. Our software's sophisticated finite element modeling methods, coupled with an intuitive interface, make it an excellent choice for engineers at any level of experience.
Laterally
Loaded Pile Analysis Our offshore pile foundation software offers two independent sub-modules for lateral pile analysis:
Generation of p-y curves.
p-y curves are generated for the soil layers based on their properties, with multiple p-y curves produced for each layer.
Methods available for p-y curve generation by soil type:
Lateral pile deflection analysis.
Our software conducts an analysis of a pile subjected to lateral load and moment using a finite element-based approach to model both the pile and the soil support. The pile is modeled as an elastic member divided in to a number of bending elements. The soil support stiffness and strength is modeled by a series of non-linear discrete springs distributed continuously along the pile length based on the p-y curves.
The following loading may be given and used for the analysis
(a) Lateral loads, lateral moments, and axial loads can be specified along the length of the pile at various depths (up to 20 including pile head) for each load case. The axial load applied at the pile head will be considered for taking the beam-column effect into account.
(b) Distributed lateral load for a section along the pile length. Loading can be triangular, uniform, or trapezoidal.
Modeling of soil support using p-y springs
The following boundary conditions may be given at the pile head
(a) Prescribed lateral displacementThe method can consider the effect of axial loading at the pile head due to beam column action in lateral pile analysis. The pile head can project above the ground.
Data on the p-y curves may be specified by the user or data generated in the module based on the soil properties could be used.
The finite element discretization not only takes in to account the specified pile make-up but is also optimized for better accuracy by adopting a graded mesh along the pile length. An iterative procedure based on secant modulus approach is used for convergence.
The Hybrid model for liquified sand is particularly useful for assessing post-earthquake pile behaviour, where sand layers may have liquefied and lost significant lateral resistance.
In summary, the Offshore Pile Foundation software provides comprehensive and accurate analysis for designing and optimizing offshore pile foundations. With its various modules for pile capacity estimation, axially loaded pile analysis, and laterally loaded pile analysis, the software enables engineers and designers to evaluate the behavior of piles under various loading conditions and soil conditions. By generating and analyzing important soil parameters such as t-z, Q-z, and p-y curves, the software helps optimize the design of offshore pile foundations for maximum efficiency and safety. Whether for oil platforms, or other offshore structures, the Offshore Pile Foundation software is an essential tool for any offshore engineering project.
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