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010   $a9783031242991$b(electronic bk.)
010   $z9783031242984
024 7 $a10.1007/978-3-031-24299-1
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035   $a(DE-He213)978-3-031-24299-1
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100   $a20230211d2023      u|         0
101 0 $aeng
135   $aurcnu||||||||
181   $ctxt$2rdacontent
182   $cc$2rdamedia
183   $acr$2rdacarrier
200 10$aInfluence of Fine Particles on the Liquefaction Properties of a Reference Sand $eApplication to the Seismic Response of a Sand Column on a Vibrating Table /$fby Zhehao Zhu
205   $a1st ed. 2023.
210  1$aCham :$cSpringer Nature Switzerland :$cImprint: Springer,$d2023.
215   $a1 online resource (208 pages)
225 1 $aSpringer Theses, Recognizing Outstanding Ph.D. Research,$x2190-5061
311 08$aPrint version: Zhu, Zhehao Influence of Fine Particles on the Liquefaction Properties of a Reference Sand Cham : Springer,c2023 9783031242984 
320   $aIncludes bibliographical references.
327   $aBibliographic Review -- Tested Materials, Equipment and Protocols -- Behaviour Under Monotonic Loading -- Behaviour Under Cyclic Loading -- Shaking Table Tests.
330   $aOver the past thirty years, the liquefaction of sand containing a small amount of fine particles has become an engaging topic in the geotechnical community. Indeed, a great variety of field investigations revealed that the real liquefied soils are mainly composed of a host sand matrix and a small fraction of plastic or non-plastic fines. In this context, several series of monotonic and cyclic triaxial tests were performed to clarify the influence of these fine particles on the development of sand liquefaction. To get closer to in situ conditions, 1g shaking table tests were carried out with two different-sized model soil containers. The first one, small size, was essentially used to check the reconstitution and the saturation method. The second one, very large size, was manufactured to explore the sand liquefaction behaviour during base shaking in an almost actual engineering size. To numerically reproduce the sand liquefaction behaviour, the Dafalias model has been taken as an exampleand its input parameters were calibrated by an artificial intelligence method. An in-depth analysis of the proposed method was done with the elastoplastic theory.
410  0$aSpringer Theses, Recognizing Outstanding Ph.D. Research,$x2190-5061
606   $aEngineering geology
606   $aGeotechnical engineering
606   $aGeophysics
606   $aGeoengineering
606   $aGeotechnical Engineering and Applied Earth Sciences
606   $aGeophysics
615  0$aEngineering geology.
615  0$aGeotechnical engineering.
615  0$aGeophysics.
615 14$aGeoengineering.
615 24$aGeotechnical Engineering and Applied Earth Sciences.
615 24$aGeophysics.
676   $a551.22
700   $aZhu$b Zhehao$01312218
801  0$bMiAaPQ
801  1$bMiAaPQ
801  2$bMiAaPQ
912   $a9910659492503321
996   $aInfluence of Fine Particles on the Liquefaction Properties of a Reference Sand$93030793
997   $aUNINA