State-of-the-art review of geotechnical-driven artificial intelligence techniques in underground soil-structure interaction

SC Jong, DEL Ong, E Oh - Tunnelling and Underground Space Technology, 2021 - Elsevier
There has been an increasing demand for underground construction due to urbanization
and limited land in metropolitan cities in the recent years. However, the behavior of …

Pile group response induced by adjacent shield tunnelling in clay: Scale model test and numerical simulation

S He, J Lai, Y Li, K Wang, L Wang, W Zhang - Tunnelling and Underground …, 2022 - Elsevier
The shield tunnelling adjacent pile group was a common phenomenon in urban metro
construction, and additional internal force and displacement field of pile group was …

Construction dewatering in a metro station incorporating buttress retaining wall to limit ground settlement: Insights from experimental modelling

CF Zeng, WW Song, XL Xue, MK Li, N Bai… - … and Underground Space …, 2021 - Elsevier
Dewatering with pumping wells placed inside an excavation is commonly adopted as
groundwater control system to ensure the construction safety in water-rich strata. However …

Stress transfer mechanisms and settlement of a floating pile due to adjacent multi-propped deep excavation in dry sand

J Shi, J Wei, CWW Ng, H Lu - Computers and Geotechnics, 2019 - Elsevier
Three-dimensional numerical parametric study is conducted to investigate stress transfer
mechanisms and settlement of a floating pile due to multi-propped basement excavation by …

Pile behavior due to excavation-induced soil movement in clay. I: Stable wall

DE Ong, CE Leung, YK Chow - Journal of Geotechnical and …, 2006 - ascelibrary.org
A series of centrifuge model tests has been conducted to investigate the behavior of a single
pile subjected to excavation-induced soil movements behind a stable retaining wall in clay …

Effects of construction sequence of double basement excavations on an existing floating pile

J Shi, J Wei, CWW Ng, H Lu, S Ma, C Shi… - … and Underground Space …, 2022 - Elsevier
Deep excavations inevitably induce stress relief and ground movement, which may affect the
safety and serviceability of nearby pile foundations. Although research attention was paid to …

Centrifuge modelling of deep excavation over existing tunnels

X Huang, H Huang, D Zhang - Proceedings of the Institution of …, 2014 - icevirtuallibrary.com
An underground passage is constructed in the Bund, Shanghai, which intersects an existing
shield tunnel, the East Yan'an road tunnel. This research reports a series of centrifuge model …

The effect of corporate governance and audit quality on disclosure quality: Evidence from Tehran stock exchange

M Salehi, M Moradi, N Paiydarmanesh - Periodica Polytechnica Social …, 2017 - pp.bme.hu
The current study examines the effect of audit quality and internal and external corporate
governance on the quality of disclosure of financial statements. In order to achieving the …

Behaviour of anchored sheet pile quay stabilized with deep cement mixing columns in soft soil: centrifuge and numerical modelling

S Chen, Y Guan, J Dai - Computers and Geotechnics, 2023 - Elsevier
This paper describes research on the behavior of anchored sheet pile quay stabilized by
deep cement mixing (DCM) columns in soft soil through a centrifugal test investigation to …

3D finite element analysis of pile responses to adjacent excavation in soft clay: Effects of different excavation depths systems relative to a floating pile

MA Soomro, DA Mangnejo, R Bhanbhro… - … and Underground Space …, 2019 - Elsevier
To gain new insights into single pile responses to adjacent excavations in soft ground, three
dimensional numerical parametric studies are carried out. An advanced hypoplastic (clay) …