Results 1 to 10 of about 80,651 (204)

Comparison of sand liquefaction in cyclic triaxial and simple shear tests

open access: yesSoils and Foundations, 2021
The liquefaction resistance and correction factors Kσ and Kα of Nakdong River sand obtained from cyclic triaxial (CTX) tests were compared with those determined by cyclic simple shear (CSS) tests to ascertain the importance of the reduction factor Cr and
Zhen-Zhen Nong   +2 more
doaj   +4 more sources

Micromechanics of soil responses in cyclic simple shear tests [PDF]

open access: yesEPJ Web of Conferences, 2017
Offshore wind turbine (OWT) foundations are subjected to a combination of cyclic and dynamic loading arising from wind, wave, rotor and blade shadowing.
Cui Liang   +2 more
doaj   +3 more sources

Influence of cyclic pre-shearing on undrained behaviour of carbonate sand in simple shear tests [PDF]

open access: yesGeomechanics and Geoengineering, 2009
The paper will offer insights regarding the effects of cyclic prestrain history on the undrained behaviour of an uncemented carbonate sand (Quiou sand) through a modified NGI simple shear (SS) apparatus. Tests were carried out on specimens reconstituted at two void ratios (loose and dense) by using the water sedimentation method.
PORCINO D   +2 more
exaly   +3 more sources

Cyclic and monotonic simple shear testing of native Christchurch silty soil

open access: yesSoil Dynamics and Earthquake Engineering, 2021
Abstract The first cyclic simple shear tests on high-quality retrieved specimens of Christchurch silty and sandy soil were performed to evaluate their liquefaction potential. The test specimens originate from stratified silty soil deposits in southwestern Christchurch which did not typically have surface manifestations of liquefaction after the ...
Zorana Mijic   +2 more
exaly   +2 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

Dynamic Properties of Granulated Rubber Using Different Laboratory Tests

open access: yesBuildings, 2021
Due to the socio-environmental hazards arising from the stockpiling of disposed scrap tires, the necessity to utilize such material in civil construction and other applications is deemed mandatory.
Ahmed Moussa   +2 more
doaj   +1 more source

Cyclic Behaviour of Palu Sandy Soils in Cyclic Simple Shear Test

open access: yesJournal of Physics: Conference Series, 2021
AbstractA 7.5-moment magnitude earthquake hit Palu, Central Sulawesi, Indonesia, in September 2018. This earthquake caused many damages and casualties, including tsunami and liquefaction. Following these events, Palu sand’s cyclic properties were investigated under cyclic simple shear testing conditions, which could convincingly portray the real ...
E Ramdhiani, W A Prakoso
openaire   +1 more source

Evaluation of Liquefaction Potential in Barandouz Dam based on Cone Penetration Test (CPT) [PDF]

open access: yesرویکردهای نوین در مهندسی عمران, 2019
One of the important problems in earthquake geotechnical engineering is liquefaction phenomenon that happens in loose saturated granular soils. Liquefaction resistance of soils can be evaluated with using laboratory tests such as cyclic simple shear test,
Tahmineh Sheikhbaglou   +2 more
doaj   +1 more source

Experimental Study on Seismic Compression of Chinese Loess under Cyclic Direct Simple Shear Testing

open access: yesAdvances in Civil Engineering, 2022
Seismic compression is the accumulation of contractive volumetric strains in unsaturated soil from earthquake shaking. For Chinese loess, the behavior of seismic compression is extremely significant and has been recognized in historical earthquakes. As a
Qiang Wang   +3 more
doaj   +1 more source

Pre- and Post-Liquefaction Behaviors of Manufactured Sand Considering the Particle Shape and Stress History Effects

open access: yesJournal of Marine Science and Engineering, 2023
As the substitution of natural quartz sand (QS), manufactured sand (MS) is highly demanded in the filling and reclamation of foundations in geotechnical engineering, which may be subjected to cyclic shear stresses induced by wave, seismic, and traffic ...
Zhe Wang   +4 more
doaj   +1 more source

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