Results 21 to 30 of about 32,836 (298)
A new slurry-based method of preparation of specimens of sand containing fines [PDF]
, 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 of H2 molecules upon exterior surfaces of carbon nanotube bundles [PDF]
, 2005 We have used molecular dynamics simulations to investigate interaction of H2 molecules on the exterior surfaces of carbon nanotubes (CNTs): single and bundle types.
Goddard, William A., III +4 more
core +1 more source
Liquefaction evaluation of dam foundation soils considering overlying structure
Journal 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
Análisis de la capacidad de soporte sísmica de fundaciones superficiales [PDF]
, 2014 Indexación: Web of Science; Scielo.In the context of engineering practice, the problem of the seismic bearing capacity of shallow foundations has been solved indirectly, either due an increase of the static allowable soil pressures related to the ...
Paillao V., Danilo +1 more
core +2 more sources
Geotechnics, 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
Geotechnics, 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
Yantu gongcheng xuebao, 2022 The cone penetration test (CPT) is a commonly used technique to identify the liquefaction of sandy soil in the world but it cannot reflect the influences of pore water pressure (pore pressure) on the liquefaction behavior. The piezocone penetration test (
DUAN Wei1, 2, , CAI Guo-jun 2, 3, LIU Song-yu 2, ZHAO Ze-ning 2, DONG Xiao-qiang 1, CHEN Rui-feng 2
doaj +1 more source
Interplay of particle size distribution and relative density in cyclic liquefaction resistance [PDF]
EPJ Web of ConferencesThis study investigates the interplay of particle size distribution and relative density on the cyclic liquefaction resistance of sands using three-dimensional discrete element method simulations.
Adesina Peter A., Taiebat Mahdi
doaj +1 more source
Investigation of the Liquefaction Potential of Coal Ash Due to Seismic Loading
Slovak Journal of Civil Engineering, 2022 Coal ash is a geomaterial with a metastable structure. This type of geomaterial is significantly susceptible to liquefaction as a result of seismic loads.
Slávik Ivan
doaj +1 more source
Effect of silt uniformity on the liquefaction resistance of sand–silt mixtures
Soils and FoundationsLiterature review revealed that effects of particle segregation and silt uniformity on the liquefaction resistance of sand–silt mixtures are not well understood.
Sung-Sik Park +3 more
doaj +1 more source