Effect of drained static shear on cyclic deformation behavior of K0-consolidated sand
Sign Up to like & getrecommendations! Published in 2017 at "Soils and Foundations"
DOI: 10.1016/j.sandf.2017.08.004
Abstract: Abstract The K 0 -consolidated soil elements beneath structures like quay walls, bridge abutments, cut and cover tunnels and similar structures may be subjected to static shear involving the rotation of the principal stress prior… read more here.
Keywords: deformation behavior; stress; shear stress; static shear ... See more keywords
Effects of small and large shear histories on multiple liquefaction properties of sand with initial static shear
Sign Up to like & getrecommendations! Published in 2019 at "Soils and Foundations"
DOI: 10.1016/j.sandf.2019.11.001
Abstract: Abstract It has been reported that soils belonging to slope grounds show different types of liquefaction behavior than those belonging to horizontal grounds. Some research has also revealed that liquefaction histories can significantly affect the… read more here.
Keywords: liquefaction properties; shear histories; multiple liquefaction; static shear ... See more keywords
Comparison of cyclic liquefaction behavior of clean and silty sands considering static shear effect
Sign Up to like & getrecommendations! Published in 2020 at "Soil Dynamics and Earthquake Engineering"
DOI: 10.1016/j.soildyn.2020.106338
Abstract: Abstract In practical engineering, liquefiable sand deposits in natural or manmade slopes, dams, and embankments may contain a certain amount of silty fines and often sustain a static shear prior to subsequent cyclic loading. To… read more here.
Keywords: sand; static shear; silty; liquefaction ... See more keywords
Static Shear Performance and Residual Axial Capacity of Rectangular RC Bridge Piers under Near-Ground Lateral Loads
Sign Up to like & getrecommendations! Published in 2021 at "Journal of Structural Engineering"
DOI: 10.1061/(asce)st.1943-541x.0003206
Abstract: AbstractReinforced concrete (RC) bridge piers of highway viaducts are exposed to the vehicular impact hazard with impact location usually close to the ground (i.e., bottom of the pier), thus result... read more here.
Keywords: ground; static shear; performance residual; bridge ... See more keywords
A comparison of rheokinetics on static and shear crosslinking processes of xanthan gum
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DOI: 10.1080/01932691.2016.1214839
Abstract: ABSTRACT The crosslinking process of xanthan gum was studied under static and shear conditions. Conventional rotational rheometer was adopted to study the shear crosslinking process, and the static crosslinking process was monitored using an optical… read more here.
Keywords: static shear; processes xanthan; xanthan gum; gelation processes ... See more keywords