Results 11 to 20 of about 32,338 (269)

Anisotropy in the Liquefaction Resistance of Fibre Reinforced Sand [PDF]

open access: yesMaterials, 2023
Adding discrete fibres to sand has been seen as a feasible technique to improve sand’s strength as well as liquefaction resistance. Considering the anisotropic distribution of fibre orientations, the anisotropy in the liquefaction resistance of the reinforced sand is also introduced using fibres.
Zhang, Xidong   +4 more
openaire   +3 more sources

Assessment of liquefaction resistance of soil with fines using cyclic hollow cylinder testing. [PDF]

open access: yesPLoS ONE
Soil liquefaction is a devastating effect of earthquakes. It occurs when saturated granular soils lose their shear strength because of a sudden increase in pore water pressure under dynamic loads.
Jungang Liu   +3 more
doaj   +2 more sources

The correction factor of Monterey No. 0/30 sample with fines content liquefaction resistance between cyclic triaxial and cyclic hollow cylinder tests [PDF]

open access: yesScientific Reports, 2022
Soil liquefaction is one of the most detrimental forms of earthquake-induced ground failure that can result in catastrophic damage to engineering structures.
Jungang Liu, Geng Chen
doaj   +2 more sources

Lateral spreading mitigation in gravity quay walls backfilled with coral sand through electrolysis desaturation treatment [PDF]

open access: yesScientific Reports
Quay walls constructed on hydraulically filled coral sand deposits face inevitable liquefaction-induced hazards during seismic events. For mitigation, electrolysis method can be employed as an induced partial saturation technique to improve the ...
Junwei Guo   +5 more
doaj   +2 more sources

The Over-Prediction of Seismically Induced Soil Liquefaction during the 2016 Kumamoto, Japan Earthquake Sequence

open access: yesGeosciences, 2022
Following the M7.0 strike-slip earthquake near Kumamoto, Japan, in April of 2016, most geotechnical engineering experts believed that there would be significant soil liquefaction and liquefaction-induced infrastructure damage observed in the densely ...
Donald J. Anderson   +4 more
doaj   +1 more source

Liquefaction evaluation of dam foundation soils considering overlying structure

open access: yesJournal of Rock Mechanics and Geotechnical Engineering, 2015
The liquefaction analysis procedure conducted at a dam foundation associated with a layer of liquefiable sand is presented. In this case, the effects of the overlying dam and an embedded diaphragm wall on liquefaction potential of foundation soils are ...
Gang Wang, Xing Wei, Hanlong Liu
doaj   +1 more source

A new slurry-based method of preparation of specimens of sand containing fines [PDF]

open access: yes, 2007
A new method of specimen reconstitution is presented that is appropriate for element testing of sands containing either plastic or nonplastic fines. The method allows reconstitution of homogeneous, saturated specimens of sands containing fines whose ...
Carraro, JAH, Prezzi, M
core   +1 more source

Liquefaction Resistance From a Ductility Viewpoint

open access: yesSoils and Foundations, 2000
Very few attempts have been made to evaluate the liquefaction resistance from a ductility viewpoint. The authors propose a new method to evaluate the ductility of soils against liquefaction, based on the energy dissipation capacity obtained from stress-strain loops of the constant-strain-controlled cyclic triaxial test.
Motori Kazama   +2 more
openaire   +2 more sources

Laboratory-Based Correlation between Liquefaction Resistance and Shear Wave Velocity of Sand with Fines

open access: yesGeotechnics, 2021
This paper presents the results of a laboratory investigation into the effect of non-plastic fines on the correlation between liquefaction resistance and the shear wave velocity of sand.
Anthi I. Papadopoulou, Theodora M. Tika
doaj   +1 more source

Cyclic Liquefaction Resistance of an Alluvial Natural Sand: A Comparison between Fully and Partially Saturated Conditions

open access: yesGeotechnics, 2022
Earthquake-induced liquefaction is one of the major causes of building damage as it decreases the strength and stiffness of soil. The liquefaction resistance of soils increases significantly as the degree of saturation decreases, making soil desaturation
Diana Cordeiro   +4 more
doaj   +1 more source

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