LEADER 00886nam0-2200301---450- 001 990009203490403321 005 20100628100103.0 035 $a000920349 035 $aFED01000920349 035 $a(Aleph)000920349FED01 035 $a000920349 100 $a20100628d2009----km-y0itay50------ba 101 0 $aita 102 $aIT 105 $ay-------001yy 200 1 $a<>giudice e la prova$f[scritti di] Giuseppe Fuochi Tinarelli ... [et al.] 210 $aMilano$cGiuffrč$d©2009 215 $a222 p.$d24 cm 300 $aSupplemento al volume XLI - dicembre 2009, n° 12 di Giurisprudenza di merito 676 $a347.4506$v21$zita 702 1$aFuochi Tinarelli,$bGiuseppe 801 0$aIT$bUNINA$gRICA$2UNIMARC 901 $aBK 912 $a990009203490403321 952 $aIX E 59$b53066*$fFGBC 959 $aFGBC 996 $aGiudice e la prova$9774692 997 $aUNINA LEADER 05375nam 2200709 a 450 001 9910141501903321 005 20170815095301.0 010 $a1-118-56173-2 010 $a1-299-18701-3 010 $a1-118-58748-0 010 $a1-118-58765-0 035 $a(CKB)2670000000327580 035 $a(EBL)1120459 035 $a(OCoLC)827207802 035 $a(SSID)ssj0000831547 035 $a(PQKBManifestationID)11530135 035 $a(PQKBTitleCode)TC0000831547 035 $a(PQKBWorkID)10873023 035 $a(PQKB)10839547 035 $a(OCoLC)827944777 035 $a(MiAaPQ)EBC1120459 035 $a(PPN)185415989 035 $a(EXLCZ)992670000000327580 100 $a20130301d2012 uy 0 101 0 $aeng 135 $aur|n|---||||| 181 $ctxt 182 $cc 183 $acr 200 00$aErosion of geomaterials$b[electronic resource] /$fedited by Ste?phane Bonelli 210 $aLondon $cISTE ;$aHoboken, N.J. $cWiley$d2012 215 $a1 online resource (392 p.) 225 1 $aISTE 300 $aDescription based upon print version of record. 311 $a1-84821-351-4 320 $aIncludes bibliographical references and index. 327 $aCover; Erosion of Geomaterials; Title Page; Copryright Page; Table of Contents; Foreword; Introduction; Chapter 1. Introduction to the Process of Internal Erosion in Hydraulic Structures: Embankment Dams and Dikes; 1.1. Introduction; 1.2. The significance of internal erosion for hydraulic structures; 1.2.1. The set of hydraulic structures in France; 1.2.2. The vulnerability of hydraulic structures; 1.2.3. Erosion as a leading cause of failure; 1.2.4. Internal erosion: one failure per year in France; 1.3. The impact of incidents on embankment dams and dikes; 1.3.1. Terminology 327 $a1.3.2. Initiation areas1.3.3. The importance of design; 1.3.4. Four mechanisms of erosion, classified according to their boundary conditions; 1.3.5. Triggering mechanisms; 1.4. Main results of erosion trials; 1.4.1. Which law of erosion?; 1.4.2. Concentrated leak erosion; 1.4.3. Backward erosion; 1.4.4. Contact erosion; 1.4.5. Suffusion; 1.5. Remarks on the applicability of erosion trials; 1.5.1. Problem of passing on the results from the laboratory to the hydraulic structure; 1.5.2. Scaling effect of outflows in the absence of similarity 327 $a1.5.3. Influence of the geostatic structure of the soil on the erosion threshold1.5.4. Initiation of internal erosion in a cohesionless soil; 1.5.5. Erodibility and researching erosion laws; 1.6. Conclusion; 1.7. Bibliography; Chapter 2. Suffusion, Transport and Filtration of Fine Particles in Granular Soil; 2.1. Introduction; 2.1.1. Chapter objectives; 2.1.2. Terminology; 2.2. Dominant parameters that influence suffusion; 2.2.1. Parameters that modify the geometry of the porous medium; 2.2.2. Parameters that modify the physicochemical characteristics of the medium 327 $a2.3. Main initiation criteria for suffusion2.3.1. Grain-size distribution criteria; 2.3.2. Confronting granular criteria; 2.3.3. Hydraulic criteria; 2.3.4. Summary and final remarks; 2.4. An initiation criterion formulated using a geohydromechanical approach; 2.4.1. Geometric criterion; 2.4.2. The hydromechanical criterion; 2.4.3. Summary and final remarks; 2.5. The scaling effect and the energetic approach; 2.5.1. Identifying the scaling effect; 2.5.2. Energetic approach; 2.5.3. Summary; 2.6. Coupling the phenomena of suffusion and filtration-clogging; 2.7. Processes causing filtration 327 $a2.7.1. Background knowledge2.7.2. Theoretical background; 2.8. Filtration modeling; 2.8.1. Modeling in a continuous medium; 2.8.2. Convection model - dispersion with deposition kinetics; 2.9. Confrontation between the laboratory filtration tests and the modeling; 2.9.1. Validation of the model in the case of suspended particles; 2.9.2. Results and preferential flow; 2.10. Filtration and clogging; 2.10.1. Phenomenological laws; 2.10.2. Physicochemical aspects; 2.10.3. Filtration and clogging; 2.11. Conclusion; 2.12. Bibliography; Chapter 3. The Process of Filtration in Granular Materials 327 $a3.1. Introduction 330 $a This book aims to deliver significant scientific progress on the problem of the erosion of geomaterials, focusing on the mechanical/physical aspect. The chapters oscillate between a phenomenological outlook that is well grounded in experiments, and an approach that can offer a modeling framework.The basic mechanisms of internal and surface erosion are tackled one-by-one: filtration, suffusion, contact erosion, concentrated leak erosion, sediment and wind transport, bedload transport. These erosion mechanisms comprise both hydraulic structures (dams, dikes) and natural environments (wi 410 0$aISTE 606 $aSediment transport 606 $aSoil erosion 606 $aLevees$xProtection 606 $aDam failures$xPrevention 615 0$aSediment transport. 615 0$aSoil erosion. 615 0$aLevees$xProtection. 615 0$aDam failures$xPrevention. 676 $a627.8 676 $a627/.8 701 $aBonelli$b Ste?phane$0520725 801 0$bMiAaPQ 801 1$bMiAaPQ 801 2$bMiAaPQ 906 $aBOOK 912 $a9910141501903321 996 $aErosion of geomaterials$9834522 997 $aUNINA