Mechanical response of diaphragm wall supporting deep launch shaft induced by braced excavation and pipe jacking operation

K Liu, ST Ariaratnam, P Zhang, X Chen, J Wang… - … and Underground Space …, 2023 - Elsevier
The stability of braced structures for the launch pit in pipe jacking plays a vital role in
structural safety during excavation and jacking drive. Through a deep launch pit in Foshan …

[HTML][HTML] On the performance-based seismic design of yielding retaining structures

R Conti, GMB Viggiani - Soil Dynamics and Earthquake Engineering, 2023 - Elsevier
This work summarises recent research on the seismic behaviour of displacing or yielding
retaining structures, ie, structures that can undergo permanent displacements during strong …

Earthquake-induced permanent displacements of embedded cantilever retaining walls

E Conte, L Pugliese, A Troncone - Géotechnique, 2022 - icevirtuallibrary.com
Stability analysis of retaining walls in seismic areas is generally performed by calculating a
safety factor against a possible mechanism of collapse. However, considering that limit …

A generalised Newmark method with displacement hardening for the prediction of seismically induced permanent deformations of diaphragm walls

K Oliynyk, R Conti, G Viggiani, C Tamagnini - Géotechnique, 2022 - icevirtuallibrary.com
This paper presents a generalised Newmark method (GNM) incorporating a displacement
hardening mechanism for the prediction of permanent displacements accumulated by …

Allowable displacement of slope supported by frame structure with anchors under earthquake

S Ye, Z Zhao - International Journal of Geomechanics, 2020 - ascelibrary.org
Under the action of an earthquake, a slope can dissipate energy by generating a certain
displacement. The critical permanent displacement in the state of limit equilibrium is the …

Three-Dimensional modeling of soil-structure interaction for a bridge founded on caissons under seismic conditions

D Pauselli, D Salciarini, F Ubertini - Applied Sciences, 2022 - mdpi.com
In recent years, the urgent need to increase the safety standards of viaducts and bridges—
under static and dynamic loading conditions—has required the development of advanced …

Risk assessment of earthquake–landslide hazard chain based on CF-SVM and Newmark model—Using Changbai Mountain as an example

K Ke, Y Zhang, J Zhang, Y Chen, C Wu, Z Nie, J Wu - Land, 2023 - mdpi.com
Changbai Mountain is an important part of the development and opening pilot area of
Changjitu. It is the birthplace of Songhua River, Yalu River, and Tumen River, and is known …

Pseudodynamic approach for rock slopes in Hoek–Brown media: Three-dimensional perspective

ZB Sun, BW Wang, CQ Hou, SC Wu… - International Journal of …, 2022 - ascelibrary.org
Pseudodynamic (PD) method is a novel method that has the merit of considering the
temporal and spatial effects of earthquake input in seismic stability analysis. Currently, most …

[HTML][HTML] Effects of the soil–structure interaction and seismic vertical component on the response of a concrete surge tank

A Lupattelli, A Kita, D Salciarini, I Venanzi, F Ubertini - Structures, 2023 - Elsevier
The seismic safety of hydroelectric power plants is of high concern in earthquake-prone
regions. Of specific interest to this paper is the seismic performance assessment of a critical …

Upper bound solution of collapse pressure and permanent displacement of 3D tunnel faces using the pseudo-dynamic method and the kinematic approach

B Zhang, J Jiang, D Zhang, Z Liu - Geomechanics and …, 2021 - koreascience.kr
This work presents seismic stability analysis of tunnel faces under three-dimensional (3D)
conditions. To consider the temporal and spatial features of seismic force, the pseudo …