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Terrasol

Complementary to PLAXIS finite element software, Terrasol software uses Bishop’s Method and other well-established and verified analytical methods to produce fast results for specific applications. You can learn how to use the software in a single day, and assess designs in accordance with the latest Eurocodes and other structural design standards.

Overview

Since formation in 1979, Terrasol has been recognised as a recognised leader in the area of geotechnical consulting. Utilising their experience from a wide range range of projects, they have developed a range of leading-edge tools which combine advanced numerical modelling with intuitive user interfaces that are readily accessible by geotechnical engineers.

User Interface

TALREN 4 Slope Stability Software
TALREN 4 Slope Stability Software

TALREN 4

TALREN 4 is ideal for checking the stability of geotechnical structures, with or without reinforcements, including natural slopes, cut or fill slopes, earth dams or dikes. It takes into account various types of reinforcements such as: anchors and soil nails, piles and micropiles, geotextiles and...

K-REA

K-REA checks the design of retainings walls using the subgrade reaction method, including diaphragm walls, sheetpile walls and soldier pile walls.

TUNREN

TUNREN assists tunnel design through 2 calculation methods, a user-friendly interface for data input and result analysis, and numerous wizards to help with safey factors, concrete moduli and the material database.

TASPLAQ

TASPLAQ is a rapid design tool for raft and slab foundations of any shape laid on a multilayer elastic soil, with a very user-friendly data interface using Microsoft Excel(r) for the data input as well as results output.

STRATICAD

Through experience undertaking geotechnical projects, TERRASOL has developed a specific CAD tool enabling the semi-automatic processing of geotechnical data within drawings. Straticad combines efficiency, simplicity and graphical quality, providing significant time savings even when dealing with ...

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