Application PLAXIS 2D Issue status Open First Affected Version PLAXIS 2D 2015.00 Found in Version PLAXIS 2D 2015.00 Fixed and Released in Version Issue # 373395 (SW-3760) Date created 17 April 2015 …

Application PLAXIS 3D Version PLAXIS 3D Date created 04 Oct 2018 Date modified 27 Feb 2023 The lining of a shield tunnel is often constructed using prefabricated concrete ring segments, which are bolted together…

Application PLAXIS 2D Version PLAXIS 2D Date created 20 May 2017 Date modified 27 Feb 2023 This lesson illustrates the use of PLAXIS for the analysis of the construction of a NATM tunnel. The NATM is a technique…

Application PLAXIS 2D Version PLAXIS 2D Date created 20 May 2017 Date modified 27 Feb 2023 PLAXIS 2D has special facilities for the generation of circular and non-circular tunnels and the simulation of a tunnel…

Application PLAXIS 3D Version PLAXIS 3D 2011 Date created 09 August 2012 Date modified 25 October 2019 Problem description Since the release of PLAXIS 3D AE tunnels can be modelled more efficiently using the…

Application PLAXIS 2D PLAXIS 3D Version PLAXIS 2D PLAXIS 3D Original Author H. F. Schweiger Date created 27 October 2011 Date modified 24 October 2016 Results of two geotechnical benchmarking exercises…

Application PLAXIS 2D PLAXIS 3D Version PLAXIS 2D PLAXIS 3D Date created 20 November 2012 Date modified 20 November 2012 Tunnel lining can be modelled as a beam in PLAXIS 2D and as a plate in PLAXIS 3D. By using this…

Application PLAXIS 2D PLAXIS 3D Version PLAXIS 2D 2023.2 PLAXIS 3D 2023.2 Date created 23 May 2017 Date modified 17 October 2023 Description The following article gives information on how to use the Remote scripting…

Application PLAXIS 3D Version PLAXIS 3D Date created 13 December 2016 Date modified 13 December 2016 With the introduction of the tunnel designer with sequencing options, it is now possible to define a repetitive…

The Field Stress initial calculation type allows directly specifying in situ stress conditions on a volume of soil. It is now possible to assign a different field stress property to individual soil volumes and borehole layers, allowing you to independently…