Results 91 to 100 of about 36,982 (276)

The importance of accurate time-integration in the numerical modelling of P-wave propagation [PDF]

open access: yes, 2017
The numerical dissipation characteristics of the Newmark and generalised-α time-integration schemes are investigated for P-wave propagation in a fully saturated level-ground sand deposit, where higher frequencies than those for S-waves are of concern ...
Kontoe, S   +3 more
core   +1 more source

Estudio en laboratorio sobre licuefacción de arena parcialmente saturada [PDF]

open access: yes, 2011
This experimental study was designed to assess the effects of soil water saturation on the liquefaction of Hostun RF sand. Cyclic undrained triaxial tests were conducted at different soil saturation levels, as given by Skempton’s coefficient, and ...
Arab, A., Lancelot, L., Shahrour, I.
core   +2 more sources

A Stacked Generalization Model to Enhance Prediction of Earthquake-Induced Soil Liquefaction. [PDF]

open access: yesSensors (Basel), 2022
Preethaa S   +6 more
europepmc   +1 more source

Numerical Modelling of Multi-directional Earthquake Loading and Its Effect on Sand Liquefaction [PDF]

open access: yes, 2015
Earthquakes generate multi-directional ground motions, two components in the horizontal direction and one in the vertical. Nevertheless, the effect of vertical motion on site response analysis has not been the object of extensive research.
Kontoe, S   +3 more
core  

Observations from the EEFIT-TDMRC Mission to Sulawesi, Indonesia to Investigate the 28th September 2018 Central Sulawesi Earthquake [PDF]

open access: yes, 2019
On the 28th September 2018 at 17:02 local time, an earthquake of magnitude 7.5 Mw hit Indonesia, with epicentre located 78km north of the city of Palu on Sulawesi Island.
Adhikari, Rohit Kumar   +10 more
core   +2 more sources

Datasets for gravelly soil liquefaction case histories. [PDF]

open access: yesData Brief, 2021
Hu J, Wang J, Zou W, Yang B.
europepmc   +1 more source

Soil Liquefaction in Padang due to Padang Earthquake 30September 2009

open access: yesCivil Engineering Dimension, 2012
The Padang earthquake of M7.6 on 30 September 2009 (30S’09) caused damage to buildings, houses, public water facilities, and road ways. Several buildings were damaged due to liquefaction. This paper describes the liquefaction potential in Padang based on
Hakam A.
doaj  

Geotechnical assessment of seismicity and liquefaction potential at the Banarli landfill in Tekirdag, Turkey

open access: yesGeomatics, Natural Hazards & Risk
This study, conducted in the Banarli district of Tekirdag Province, Turkey, focuses on soil reaction analysis and liquefaction potential in an area where a landfill and an associated power plant are planned.
Mintae Kim   +3 more
doaj   +1 more source

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