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1. |
Record Nr. |
UNINA990003546730403321 |
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Autore |
Gamberini di Scarfèa, Cesare |
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Titolo |
La carta monetata in Italia : primo esperimento di elencazione sistematica della cartamoneta e suoi succedanei emessi o circolati in Italia : biglietti fiduciari, sottoscrizioni e prestiti patriottici, possedimenti, occupazioni, campi di prigionia, pseudocartamoneta, ecc., dal 1746 ad oggi : catalogo ampiamente illustrato e con indicazione dei gradi di rarità / Cesare Gamberini di Scarfea |
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Pubbl/distr/stampa |
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Bologna, : A. Forni, 1967-1969 |
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Descrizione fisica |
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Locazione |
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Collocazione |
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SE 062.03.04-1 |
SE 062.03.04-2 |
18-33.1-4-TB |
18-33.1-4-TB- |
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Lingua di pubblicazione |
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Formato |
Materiale a stampa |
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Livello bibliografico |
Monografia |
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2. |
Record Nr. |
UNINA9910456243703321 |
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Titolo |
Soil behavior and geo-micromechanics [[electronic resource] ] : proceedings of sessions of GeoShanghai 2010, June 3-5, 2010, Shanghai, China / / edited by Roger Meier, Andrew Abbo, Linbing Wang |
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Pubbl/distr/stampa |
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Reston, Va., : American Society of Civil Engineers, : Geo-Institute, c2010 |
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ISBN |
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1-68015-593-8 |
0-7844-7340-4 |
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Descrizione fisica |
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1 online resource (293 p.) |
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Collana |
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Geotechnical special publication ; ; no. 200 |
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Altri autori (Persone) |
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MeierRoger (Roger W.) |
AbboAndrew |
WangLinbing <1963-> |
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Disciplina |
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Soggetti |
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Soil mechanics |
Soil micromorphology |
Electronic books. |
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Lingua di pubblicazione |
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Formato |
Materiale a stampa |
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Livello bibliografico |
Monografia |
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Note generali |
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"Hosted by Tongji University; Shanghai Society of Civil Engineering, China; Chinese Institution of Soil Mechanics and Geotechnical Engineering, China ; in cooperation with Alaska University Transportation Center, USA; ASCE Geo-Institute, USA; Deep Foundation Institute, USA; East China Architectural Design & Research Institute Company, China; Georgia Institute of Technology, USA; Nagoya Institute of Technology, Japan; Transportation Research Board (TRB), USA; The University of Newcastle, Australia; The University of Illinois at Urbana-Champaign, USA, The University of Kansas, USA, The University of Tennessee, USA; Vienna University of Natural Resources and Applied Life Sciences, Austria." |
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Nota di bibliografia |
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Includes bibliographical references and indexes. |
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Nota di contenuto |
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""Cover""; ""Contents""; ""Soil Behavior""; ""One-Dimensional Consolidation of Saturated Clays under Time-Dependent Loadings Considering Non-Darcy Flow""; ""Applications of Adaptive Time Stepping in Analysis of Biot Consolidation""; ""A Calculation Method of Secondary Compression Index for Natural Sedimentary Clays Using Void Index""; ""Compressibility Behavior of Soft Clay Sediments""; ""Strain Softening and Instability of Loose Sand in Plane-Strain Compression |
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Tests""; ""A Case Study of Undrained Shear Strength Evaluation from In Situ Tests in Soft Louisiana Soils"" |
""Critical State Parameters of Kentucky Clay""""Comparison in Mechanical Behavior between Undisturbed and Reconstituted Shanghai Soft Clay""; ""Correlation between Different Physical and Engineering Properties of Tropical Peat Soils from Sarawak""; ""Comparison of Laboratory and Field Moduli of Compacted Geo-Materials""; ""Characterization of Compacted Loess by Electrical Resistivity Method""; ""The Ultimate Uplift Capacity of Multi-Plate Anchors in Undrained Clay""; ""Constitutive Modeling"" |
""Vertical Stress under Point Load on Cross-Anisotropic Elastic Half-Space with Reduced Parameter Material Model""""Calibration of 3-D Failure Criteria for Soils Using Plane Strain Shear Strength Data""; ""Improvement of Thermomechanical Model for Soil and Its FEM Analysis""; ""A Three-Dimensional Unified Hardening Model for Anisotropic Soils""; ""A Two Yielding Surface Elasto-Plastic Model with Consideration of Grain Breakage""; ""Modification of Subloading t[sub(ij)] Model for Soft Rock""; ""A Rate-Dependent Constitutive Model for Sand and Its FEM Application"" |
""A Double Modified Plastic Work-Hardening Constitutive Model for Sand under Plane-Strain Conditions""""Clay Subjected to Cyclic Loading: Constitutive Model and Time Homogenization Technique""; ""Modeling Anisotropic, Debonding, and Viscous Behaviors of Natural Soft Clays""; ""On the Modeling of Anisotropy and Destructuration of Shanghai Soft Clay""; ""Hypoplastic Model for Simulation of Deformation Characteristics of Bangkok Soft Clay with Different Stress Paths""; ""Geo-Micromechanics""; ""Role of Microstructure in the Mechanical Behaviour of Clay"" |
""A Microstructural Approach for Modeling the Mechanical Behavior of Structured Clays""""Engineering Properties and Micro-Structural Characteristics of Cohesive Soil in the Interactive Marine and Terrestrial Deposit""; ""Investigating the Microstructure of Compacted Crushed Callovo-Oxfordian Argillite""; ""Analytical Solution and Numerical Simulation of Shear Bands along Different Stress Paths in Three-Dimensional Stress State""; ""Comparative Modeling of Shear Localization in Granular Bodies with FEM and DEM""; ""A Micro-Mechanical Simulation of Sand Liquefaction Behavior by DEM"" |
""Study on the Deformation of Loose Sand under Cyclic Loading by DEM Simulation"" |
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