Seismic fragility evaluation of embankments on liquefiable soils and remedial countermeasures
H Zhou, X Liu, J Tan, J Zhao, G Zheng - Soil Dynamics and Earthquake …, 2023 - Elsevier
This paper focuses on the evaluation of seismic fragility curves for embankments on
liquefiable soils with the aim of improving the reliability of the risk assessment of transport …
liquefiable soils with the aim of improving the reliability of the risk assessment of transport …
State-of-the-art review on utilization of waste materials in the mitigation of soil liquefaction
Sustainability has garnered significant attention from the global engineering community in
recent years. Explorations into the utilization of sustainable materials for enhancing soil …
recent years. Explorations into the utilization of sustainable materials for enhancing soil …
Seismic resilience evaluation of granular column-supported road embankments on liquefiable soils
H Zhou, C **a, X Yu, G Zheng, X Liu, Z Shi - Soil Dynamics and Earthquake …, 2024 - Elsevier
In this study, the seismic resilience of granular column-supported road embankments on
liquefiable soils is examined to enhance the understanding and seismic design of resilient …
liquefiable soils is examined to enhance the understanding and seismic design of resilient …
Shaking table tests on the influence of geosynthetic encasement stiffness on the shear reinforcement effect of GESC composite foundation
M Ji, Y Zhao, F Li, Y Zheng - Geotextiles and Geomembranes, 2024 - Elsevier
This paper presents an experimental study of shaking table tests on two geosynthetic
encased stone columns (GESC) composite foundation models with different geosynthetic …
encased stone columns (GESC) composite foundation models with different geosynthetic …
Performance enhancement of encased stone column with conductive natural geotextile under k0 stress condition
In this study, the performance of the stone column encased with conductive jute geotextile in
improving the characteristics of soft clay under k 0 stress condition was evaluated using a …
improving the characteristics of soft clay under k 0 stress condition was evaluated using a …
Finite-difference solution for dissipation of excess pore water pressure within liquefied soil stabilized by stone columns with consideration of coupled radial-vertical …
J Sun, H Sun, M Lu, B Han - Soil Dynamics and Earthquake Engineering, 2024 - Elsevier
The implementation of stone columns is a widely accepted method for improving the stability
of liquefiable soil. A comprehensive understanding of the behavior of the composite ground …
of liquefiable soil. A comprehensive understanding of the behavior of the composite ground …
Probabilistic predictive model for liquefaction triggering in layered sites improved with dense granular columns
This paper presents a probabilistic model for evaluating the liquefaction-triggering hazard in
level, layered, and saturated granular soil profiles improved with dense granular columns …
level, layered, and saturated granular soil profiles improved with dense granular columns …
Seismic behavior of highway embankment reinforced with remedial countermeasures on saturated loose sandy layer
A hybrid pile system is proposed to suppress excessive settlement and lateral spreading,
which are regarded as main causes of highway embankment failure due to earthquakes …
which are regarded as main causes of highway embankment failure due to earthquakes …
Shaking table tests on wall-type gravel and rubber drains as a liquefaction countermeasure in silty sand
In this paper, the seismic performance of wall-type gravel and rubber drains as a liquefaction
countermeasure in silty sand has been addressed using a series of 1 g shaking table tests …
countermeasure in silty sand has been addressed using a series of 1 g shaking table tests …
Centrifuge and numerical modeling of the behavior of homogeneous embankment on liquefiable soil subjected to dynamic excitation
Centrifuge and numerical modeling are developed to investigate the behavior of a
homogeneous embankment constructed on a liquefiable sand ground, which was prepared …
homogeneous embankment constructed on a liquefiable sand ground, which was prepared …