Timoshenko-beam-based response of existing tunnel to single tunneling underneath and numerical verification of opening and dislocation
J Yu, H Li, M Huang, Y Li, JQW Tan, Y Guo - Computers and Geotechnics, 2022 - Elsevier
Longitudinal deformation of shield tunnels consists of a combination of both bending and
shearing, which is characterized by the opening of the joints and the dislocation between …
shearing, which is characterized by the opening of the joints and the dislocation between …
Tunnelling-induced response of buried pipelines and their effects on ground settlements
In urban areas, it is common to construct new tunnels beneath existing buried pipelines. The
accurate estimation of the response of pipelines and the overlying ground is of great …
accurate estimation of the response of pipelines and the overlying ground is of great …
[HTML][HTML] Empirical and semi-analytical methods for evaluating tunnelling-induced ground movements in sands
A Franza, AM Marshall - Tunnelling and Underground Space Technology, 2019 - Elsevier
Empirical formulas and closed-form solutions provide, in many cases, good predictions of
tunnelling-induced ground movements which, when combined with their computational …
tunnelling-induced ground movements which, when combined with their computational …
Elastoplastic solutions to predict tunneling-induced load redistribution and deformation of surface structures
In this paper, an elastoplastic two-stage analysis method is proposed to model tunneling-
induced soil-structure interaction and incorporated into a computer program called Analysis …
induced soil-structure interaction and incorporated into a computer program called Analysis …
Soil-foundation interaction model for the assessment of tunnelling-induced damage to masonry buildings
Shallow tunnel construction inevitably causes local ground movements to occur. In an urban
environment, these ground movements may cause damage to existing buildings on the …
environment, these ground movements may cause damage to existing buildings on the …
Performance of a top-down excavation in shanghai: Case study and numerical exploration
Z Yang, Y Chen, R Azzam, C Yan - European Journal of …, 2022 - Taylor & Francis
Abstract A 24-m-deep top-down excavation surrounded by densely packed properties in
Shanghai has been constructed and monitored recently. Based on the well-documented …
Shanghai has been constructed and monitored recently. Based on the well-documented …
Continuum solutions for tunnel–building interaction and a modified framework for deformation prediction
In this paper, the response of buildings to tunnelling-induced ground movements is studied
with elastic and elastoplastic continuum solutions that consider the structure as an …
with elastic and elastoplastic continuum solutions that consider the structure as an …
Effects of twin excavations with different construction sequence on a brick masonry wall: 3D finite element approach
The effects of deep excavations on existing brick masonry walls have been extensively
investigated, but the influence of twin excavations on brick masonry wall is seldom reported …
investigated, but the influence of twin excavations on brick masonry wall is seldom reported …
A new simplified meta-model to evaluate the transmission of ground movements to structures integrating the elastoplastic soil behavior
Many buildings may suffer damage due to ground movements associated to underground
excavations like tunneling, mines or urban excavations. The level of damage depends upon …
excavations like tunneling, mines or urban excavations. The level of damage depends upon …
Assessment of settlement-based strain in masonry building facade due to tunneling
J Yu, CF Leung, M Huang, JQW Tan - Computers and Geotechnics, 2022 - Elsevier
Relative stiffness method (RSM) has been widely adopted to calculate the deflection ratios
of masonry façades due to tunneling. However, comparisons with the existing 1 g physical …
of masonry façades due to tunneling. However, comparisons with the existing 1 g physical …