01716nam 2200409Ia 450 99639468510331620200824121753.0(CKB)4940000000123656(EEBO)2240943152(UnM)99896661e(UnM)99896661(EXLCZ)99494000000012365619981125d1673 uy |engurbn||||a|bb|The rehersal transpros'd: or, Animadversions upon a late book, intituled, A preface shewing what grounds there are of fears and jealousies of popery[electronic resource]The second edition corrected.London [s.n.]printed in the year, 1673[2], 46, 49-144, 143-190, 193-240, 229-300, 311-322 pBy Andrew Marvell--Wing (CD-ROM edition).A reply to Samuel Parker's preface to "Bishop Bramhall's vindication of himself and the episcopal clergy".The title alludes to "The rehearsal" by George Villiers.A second part was published in the same year.Reproduction of original in the Folger Shakespeare Library.eebo-0055Dissenters, ReligiousEnglandEarly works to 1800Church and stateEnglandEarly works to 1800Dissenters, ReligiousChurch and stateMarvell Andrew1621-1678.197828Cu-RivESCu-RivESWaOLNBOOK996394685103316The rehersal transpros'd: or, Animadversions upon a late book, intituled, A preface shewing what grounds there are of fears and jealousies of popery2327569UNISA05375nam 2200709 a 450 991014150190332120170815095301.01-118-56173-21-299-18701-31-118-58748-01-118-58765-0(CKB)2670000000327580(EBL)1120459(OCoLC)827207802(SSID)ssj0000831547(PQKBManifestationID)11530135(PQKBTitleCode)TC0000831547(PQKBWorkID)10873023(PQKB)10839547(OCoLC)827944777(MiAaPQ)EBC1120459(PPN)185415989(EXLCZ)99267000000032758020130301d2012 uy 0engur|n|---|||||txtccrErosion of geomaterials[electronic resource] /edited by Stéphane BonelliLondon ISTE ;Hoboken, N.J. Wiley20121 online resource (392 p.)ISTEDescription based upon print version of record.1-84821-351-4 Includes bibliographical references and index.Cover; 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. Terminology1.3.2. 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 similarity1.5.3. 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 medium2.3. 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 filtration2.7.1. 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 Materials3.1. Introduction 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 (wiISTESediment transportSoil erosionLeveesProtectionDam failuresPreventionSediment transport.Soil erosion.LeveesProtection.Dam failuresPrevention.627.8627/.8Bonelli Stéphane520725MiAaPQMiAaPQMiAaPQBOOK9910141501903321Erosion of geomaterials834522UNINA