English (United Kingdom)

https://curated-unify.zendy.io/wp-json/zendy-region/v1/featured_content/oa?rat=en

https://curated-unify.zendy.io/wp-json/zendy-region/v1/highlighted_journal/

Global: Zendy Plus annual

Presents the access of premium content as premium feature

Premium Content

Presents the keyphrase highlighting as premium feature

Keyphrase Highlighting

Presents the summarisation as premium feature

Summarisation

Insights

Presents the pdf analysis as premium feature

PDF Analysis

Presents the zaia usage as premium feature

ZAIA

Global: Zendy Tools annual

Global: Zendy Free Plan

Global: Zendy Tools monthly

Global: Zendy Plus monthly

This paper presents the influence of a pile on ground vibration induced by a moving train in an underground tunnel. A coupling of 2.5-D and 3-D boundary element method (BEM) is used to obtain displacement amplitudes on a surface around the pile top. First, a 2.5-D BEM is used to obtain an incident wave field in a 3-D half space, without a pile, subjected to an underground moving load. Second, 3-D BEM is carried out for a soil-pile model using the obtained incident wave field. Numerical results show that the presence of a pile may increase the ground vibration level around the pile top at low frequencies.

3-D Analysis of the Influence of a Pile on Underground Induced Vibrations Using the Boundary Element Method