TRIAXIAL TEST PLAXIS 2D SOFTWARE

A soil-pile system can be modelled to find the deformations and internal stresses considering external forces acting on the piles, their geometrical and physical characteristics, and the soil properties.

The failure mode in free-head piles, as the tested piles, depends on the pile length, rigidity of the section and the load-deformation relationship of the ground (Broms 1964). The tests performed in previous studies have validated that foundation piles can withstand lateral loads through shear loads, bending moments, and lateral resistance of the ground (Bowles 1996). The lateral loads that can be produced by earthquakes, ground pressure, waves and/ or wind must be considered in the design of piles (Candogan 2009). Pile foundations are frequently used in order to resist lateral loads (Weaver et al 1998). They are used when surface soil is unsuitable for shallow foundations (Das 1999). Piles are a type of foundation capable of transmitting loads from the upper structure to the ground at depth.

Keywords: pile, lateral load test, test modelling, finite element method, load-displacement relationship

TRIAXIAL TEST PLAXIS 2D SOFTWARE

It is concluded that results obtained by simplified methods may be efficient in the early stages of a project and that accurate approximations can be achieved by using design software for continuous elements in the design of isolated elements. The results of the different models are also presented here. This article contains the test description, a geotechnical characterisation and the theoretical fundamentals that support the different methods used for modelling the test. The piles were the longest built in Chile at the time of the test. The main purpose of this study was to model the response of piles during a lateral load test conducted at RPC in ConcГіn in 2006 by using simplified theoretical methods and the software Plaxis 2D, Cype, and GGU-Latpile. Modelling of a lateral load test on piles using simplified and numerical methods

Triaxial test plaxis 2d