Soil liquefaction–induced uplift of underground structures: physical and numerical modeling
Underground structures located in liquefiable soil deposits are susceptible to floatation
following a major earthquake event. Such failure phenomenon generally occurs when the …
following a major earthquake event. Such failure phenomenon generally occurs when the …
Numerical analysis on the seismic behavior of a large metro subway tunnel in liquefiable ground
This paper aims to investigate the seismic behavior of a large rectangular metro tunnel in
liquefiable soil deposit. The study is performed by an effective stress based soil-water fully …
liquefiable soil deposit. The study is performed by an effective stress based soil-water fully …
Evaluation of the earthquake induced uplift displacement of tunnels using multivariate adaptive regression splines
Underground structures located in areas with saturated soil are vulnerable to floating
behaviour during earthquakes. This article aims to develop a simple approach for estimating …
behaviour during earthquakes. This article aims to develop a simple approach for estimating …
[PDF][PDF] 城市地下结构抗震研究进展
陈国兴， 陈苏， 杜修力， 路德春， 戚承志 - 防灾减灾工程学报, 2016 - researchgate.net
城市地下结构, 尤其是隧道, 地铁, 地下车站, 地下管线系统, 是现代社会公共基础设施的重要组成
部分. 考虑到城市地下结构对生命和经济的重要性, 对城市地下结构进行适当的抗震设计是非常 …
部分. 考虑到城市地下结构对生命和经济的重要性, 对城市地下结构进行适当的抗震设计是非常 …
Prediction of nonlinear seismic response of underground structures in single-and multi-layered soil profiles using a deep gated recurrent network
Y Wu, Z Yin, H Zhang, W Geng - Soil Dynamics and Earthquake …, 2023 - Elsevier
A deep learning method consisting of the gated recurrent (GRU) neural network is proposed
to predict the seismic responses of underground structures in single-layered soil and multi …
to predict the seismic responses of underground structures in single-layered soil and multi …
[HTML][HTML] Shaking table tests on the liquefaction-induced uplift displacement of circular tunnel structure
Underground structures are susceptible to float and move upward during earthquakes when
located in a liquefiable soil deposit. There are examples of this phenomenon in past major …
located in a liquefiable soil deposit. There are examples of this phenomenon in past major …
Soil-pile-structure kinematic and inertial interaction observed in geotechnical centrifuge experiments
This paper reports the results of a series of centrifuge tests examining dynamic responses of
single and 3× 3 grouped piles embedded in sand and supporting SDOF and 2DOF …
single and 3× 3 grouped piles embedded in sand and supporting SDOF and 2DOF …
Mitigation of liquefaction-induced uplift of underground structures
Buoyancy is one of the most serious manifestations of underground structure's instability
during strong ground motions. Soil liquefaction along with significant reduction of its shear …
during strong ground motions. Soil liquefaction along with significant reduction of its shear …
Shaking table test on mitigation of liquefaction-induced tunnel uplift by helical pile
The tunnels located in the shallow depths of loose saturated sand are significantly prone to
liquefaction-induced uplift. Research works are, therefore, in progress to propose efficient …
liquefaction-induced uplift. Research works are, therefore, in progress to propose efficient …
[HTML][HTML] Uplift mechanism of open-cut tunnel in liquefied ground and simplified method to evaluate the stability against uplifting
K Watanabe, R Sawada, J Koseki - Soils and Foundations, 2016 - Elsevier
The liquefaction of sandy soil during earthquakes causes the uplift of relatively light
structures such as open-cut railway tunnels. The potential for the uplift of underground …
structures such as open-cut railway tunnels. The potential for the uplift of underground …