2D Tutorial 03: Dry excavation using a tie back wall

20 May 2017

This example involves the dry construction of an excavation. The excavation is supported by concrete diaphragm walls. The walls are tied back by prestressed ground anchors.
PLAXIS allows for a detailed modelling of this type of problem. It is demonstrated in this example how ground anchors are modelled and how prestressing is applied to the anchors. Moreover, the dry excavation involves a groundwater flow calculation to generate the new water pressure distribution. This aspect of the analysis is explained in detail.

Note: with PLAXIS 2D 2012, Plaxis introduced the embedded pile row feature. With this new feature, ground anchors can be modelled more realistically compared to the older method of using a geogrid to model the grout body (bonded length).

The attached *.p2dxlog file contains all the commands to generate the model. With a PLAXIS VIP licence, you can use the commands runner to open the *.p2dxlog file and to execute all commands in one go, see also this instruction.

Related posts

Privacy Preference Center

Necessary

The Cookies are necessary for the site to function

CONSENT, NID, _cfduid, wp-settings-time-16, wp-setting-16, wordpress_test_cookie, gdpr[allowed_cookies], gdpr[consent_types], wp_woocommerce_session, wordpress_logged_in, wordpress_sec, PHPSESSID

Advertising

These Cookies are used to provide you with useful information based on recent browser data

_gads
UserMatchHistory, lang, BizoID
IDE
fr
NID
lidc, bcookie

Analytics

These are used to track user interaction and detect potential problems. These help us improve our services by providing analytical data on how users use this site

_ga, _gid

Other