Non-linear soil–pile interaction induced by ground settlements: pile displacements and internal forces

A Franza, AM Marshall, R Jimenez - Géotechnique, 2021 - icevirtuallibrary.com
In urban areas, the construction of tunnels and deep excavations beneath and near pile
foundations can be detrimental for the superstructure and the foundation. A two-stage …

[HTML][HTML] Response of clay soil to three-dimensional tunnelling simulation in centrifuge models

BT Le, RN Taylor - Soils and foundations, 2018 - Elsevier
Tunnelling-induced ground movements are complicated and investigations into them
normally require some simplifications. This paper provides a brief literature review which …

Modélisation physique de l'impact du creusement d'un tunnel par tunnelier à front pressurisé sur des fondations profondes

J Bel - 2018 - theses.hal.science
Le travail de thèse présenté dans ce mémoire vise à analyser et à comprendre les
mécanismes mis en jeu au niveau de l'impact du creusement d'un tunnel par bouclier à front …

Assessment of the posttunneling safety factor of piles under drained soil conditions

AM Marshall, A Franza, SW Jacobsz - Journal of Geotechnical and …, 2020 - ascelibrary.org
The need to tunnel closely beneath piles is increasing due to the development of urban
areas. This poses a risk to the stability and serviceability of overlying structures (eg …

A miniature EPB TBM for use in a geotechnical centrifuge

CJ Shepheard, ASN Alagha… - … Construction in Soft …, 2022 - taylorfrancis.com
Tunnelling is becoming an increasingly frequent solution to the need to provide services and
infrastructure in growing urban environments. Engineers must be able to predict the effects …