Performance of vertical drains in liquefaction mitigation under structures
S García-Torres, GSP Madabhushi - Bulletin of Earthquake Engineering, 2019 - Springer
Several techniques have been developed in order to mitigate damage to buildings during
and after liquefaction events. Benefits of using vertical drains have been verified by …
and after liquefaction events. Benefits of using vertical drains have been verified by …
Centrifuge testing to evaluate and mitigate liquefaction-induced building settlement mechanisms
The effective application of liquefaction mitigation techniques requires an improved
understanding of the development and consequences of liquefaction. Centrifuge …
understanding of the development and consequences of liquefaction. Centrifuge …
Stone columns as liquefaction countermeasure in non-plastic silty soils
K Adalier, A Elgamal, J Meneses, JI Baez - Soil Dynamics and Earthquake …, 2003 - Elsevier
In many cases densification with vibro-stone columns cannot be obtained in non-plastic silty
soils. Shear stress re-distribution concepts [1] have been previously proposed as means to …
soils. Shear stress re-distribution concepts [1] have been previously proposed as means to …
Liquefaction characteristics of offshore wind turbine with hybrid monopile foundation via centrifuge modelling
Some offshore wind farms are built in seismically active areas. The offshore wind turbine
(OWTs) are high-rise structures and sensitive to lateral failures during the earthquake. In this …
(OWTs) are high-rise structures and sensitive to lateral failures during the earthquake. In this …
Numerical simulation of earthen embankment resting on liquefiable soil and remediation using stone columns
A Chakraborty, VA Sawant - International Journal of Geomechanics, 2022 - ascelibrary.org
This study aims to predict the effect of liquefaction on an embankment resting on liquefiable
foundation soil. A numerical model has been simulated in PLAXIS 2D with plane strain …
foundation soil. A numerical model has been simulated in PLAXIS 2D with plane strain …
[HTML][HTML] SPH simulation of earthquake-induced liquefaction and large deformation behaviour of granular materials using SANISAND constitutive model
Earthquake-induced liquefaction and consequent failure of geomaterials have been
recognised as a geohazard that causes significant damage to geotechnical infrastructures …
recognised as a geohazard that causes significant damage to geotechnical infrastructures …
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 …
Seismic resilience evaluation of granular column-supported road embankments on liquefiable soils
H Zhou, C Xia, 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 …
Numerical evaluation of seismic response of shallow foundation on loose silt and silty sand
This study includes the results of a set of numerical simulations carried out for sands
containing plastic/non-plastic fines, and silts with relative densities of approximately 30 …
containing plastic/non-plastic fines, and silts with relative densities of approximately 30 …
Earthquake response of embankment resting on liquefiable soil with different mitigation models
A Chakraborty, VA Sawant - Natural Hazards, 2023 - Springer
Three different liquefaction mitigation techniques for an earthen embankment resting on
saturated loose cohesionless soil have been compared in the present study as densification …
saturated loose cohesionless soil have been compared in the present study as densification …