LEADER 02979nam 2200481 450 001 9910659492503321 005 20230512021230.0 010 $a9783031242991$b(electronic bk.) 010 $z9783031242984 024 7 $a10.1007/978-3-031-24299-1 035 $a(MiAaPQ)EBC7194587 035 $a(Au-PeEL)EBL7194587 035 $a(CKB)26130491200041 035 $a(DE-He213)978-3-031-24299-1 035 $a(PPN)268206031 035 $a(EXLCZ)9926130491200041 100 $a20230512d2023 uy 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 $eapplication to the seismic response of a sand column on a vibrating table /$fZhehao Zhu 205 $a1st ed. 2023. 210 1$aCham, Switzerland :$cSpringer Nature Switzerland AG,$d[2023] 210 4$dİ2023 215 $a1 online resource (208 pages) 225 1 $aSpringer Theses Series 311 08$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 $aOver the past thirty years, the liquefaction of sand containing a small amount of fine particles has become an engaging topic in the geotechnical community. Indeed, a great variety of field investigations revealed that the real liquefied soils are mainly composed of a host sand matrix and a small fraction of plastic or non-plastic fines. In this context, several series of monotonic and cyclic triaxial tests were performed to clarify the influence of these fine particles on the development of sand liquefaction. To get closer to in situ conditions, 1g shaking table tests were carried out with two different-sized model soil containers. The first one, small size, was essentially used to check the reconstitution and the saturation method. The second one, very large size, was manufactured to explore the sand liquefaction behaviour during base shaking in an almost actual engineering size. To numerically reproduce the sand liquefaction behaviour, the Dafalias model has been taken as an example and its input parameters were calibrated by an artificial intelligence method. An in-depth analysis of the proposed method was done with the elastoplastic theory. 410 0$aSpringer theses. 606 $aSoil liquefaction 615 0$aSoil liquefaction. 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