Effects of liquefaction-induced lateral spreading on piles, an overview of physical modeling
SM Haeri, M Rajabigol - Soil Dynamics and Earthquake Engineering, 2023 - Elsevier
Destructive damages to deep foundations due to liquefaction-induced lateral spreading
during or after major earthquakes in gently sloping or level grounds with a free end have …
during or after major earthquakes in gently sloping or level grounds with a free end have …
Seismic performance of pile group-structure system in liquefiable and non-liquefiable soil from large-scale shake table tests
C Xu, P Dou, X Du, MH El Naggar, M Miyajima… - Soil Dynamics and …, 2020 - Elsevier
Observations from previous strong earthquakes reported severe damage of piles installed in
different soils, particularly liquefiable saturated sand deposits. This paper examines the …
different soils, particularly liquefiable saturated sand deposits. This paper examines the …
Effects of physical modeling boundary conditions on the responses of 3× 3 pile groups to liquefaction induced lateral spreading
In this research, 1 g shake table experiments were conducted to evaluate the effects of
boundary conditions on the responses of a 3× 3 pile group to liquefaction-induced lateral …
boundary conditions on the responses of a 3× 3 pile group to liquefaction-induced lateral …
Undrained cyclic and monotonic behavior of Hormuz calcareous sand using hollow cylinder simple shear tests
Complete recognition of calcareous sediments engineering behavior considering their local
expansion and wide variety of engineering properties is very important. In south parts of Iran …
expansion and wide variety of engineering properties is very important. In south parts of Iran …
Seismic behavior of a dolphin-type berth subjected to liquefaction induced lateral spreading: 1g large scale shake table testing and numerical simulations
The effects of liquefaction induced lateral spreading on the piles of a dolphin-type berth
were investigated using 1 g large scale shake table testing accompanied by numerical …
were investigated using 1 g large scale shake table testing accompanied by numerical …
Performance of finned piles as a protection for a 2* 2 group pile subjected to liquefaction-induced lateral spreading: A shake table investigation
M Khorashadizadeh, MA Hosseini… - Soil Dynamics and …, 2023 - Elsevier
Different case studies have demonstrated that lateral spreading induced by liquefaction was
one of the main causes of severe damage to a significant number of fundamental structures …
one of the main causes of severe damage to a significant number of fundamental structures …
Estimation of bending moment and pile displacement for soil-pile-quay wall system subjected to liquefaction induced lateral spreading
FZ Belhassena, L Tang, DE Bouri, C Liu… - Soil Dynamics and …, 2021 - Elsevier
The liquefaction-induced lateral spreading has been responsible for severe damages on the
pile foundation during major earthquakes. Therefore, the seismic response of soil-pile-quay …
pile foundation during major earthquakes. Therefore, the seismic response of soil-pile-quay …
Comparison between free-and fixed-head pile group responses under lateral spreading in the presence of protection piles using shake table tests
M Khorashadizadeh, MA Hosseini… - International Journal of …, 2024 - ascelibrary.org
Many instances of severe damage to pile foundations and pile-supported infrastructures
have been caused by liquefaction-induced lateral spreading during major earthquakes …
have been caused by liquefaction-induced lateral spreading during major earthquakes …
Seismic response and instability analysis of the liquefiable soil-piles-superstructure interaction system
J Song, Y Yang, K Jia, P Dou, X Ma, H Shen - Structures, 2023 - Elsevier
Based on the shaking table test of the liquefiable soil-piles-superstructure system, the
liquefaction process and seismic failure mode of the liquefiable site with an overlying non …
liquefaction process and seismic failure mode of the liquefiable site with an overlying non …
Experimental study on seismic instability of pile-supported structure considering different ground conditions
P Dou, C Xu, X Du, M Hesham El Naggar… - Journal of Geotechnical …, 2021 - ascelibrary.org
The stability of pile-supported structures under earthquake loads involves complex dynamic
soil–structure interaction (SSI). A series of large-scale shaking table experiments was …
soil–structure interaction (SSI). A series of large-scale shaking table experiments was …