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[null,"1.","Record Nr.",null,"UNINA9910480665603321"]
[null,null,"Autore",null,"Bartonek Antonín"]
[null,null,"Titolo",null,"Chréstomatie staroreckých nárecních nápisu / / Antonín Bartonek"]
[null,null,"Pubbl/distr/stampa",null,"Brno, [Czech Republic] : , : Masarykova univerzita, , 2011"]
[{"$nulls":4},"©2011"]
[null,null,"ISBN",null,"80-210-8214-3"]
[null,null,"Descrizione fisica",null,"1 online resource (257 pages) : illustrations"]
[null,null,"Collana",null,"Spisy Masarykovy univerzity v Brne, Filozofická fakulta, , 1211-3034"]
[null,null,"Disciplina",null,"487.1"]
[null,null,"Soggetti",null,"Greek language - Dialects"]
[{"$nulls":4},"Inscriptions, Greek"]
[{"$nulls":4},"Greek language - Grammar, Historical"]
[{"$nulls":4},"Electronic books."]
[null,null,"Lingua di pubblicazione",null,"Ceco"]
[null,null,"Formato",null,"Materiale a stampa"]
[null,null,null,"Livello bibliografico","Monografia"]
[null,null,null,"Nota di bibliografia","Includes bibliographical references."]
[null,"2.","Record Nr.",null,"UNINA9910456248703321"]
[null,null,"Titolo",null,"Deep foundations and geotechnical in situ testing [[electronic resource] ] : proceedings of the GeoShanghai 2010 International Conference, June 3-5, 2010, Shanghai, China / / edited by Robert Y. Liang, Feng Zhang, Ke Yang"]
[null,null,"Pubbl/distr/stampa",null,"[Reston, VA], : American Society of Civil Engineers, 2010"]
[null,null,"ISBN",null,"1-68015-597-0"]
[{"$nulls":4},"0-7844-7345-5"]
[null,null,"Descrizione fisica",null,"1 online resource (407 p.)"]
[null,null,"Collana",null,"Geotechnical special publication ; ; no. 205"]
[null,null,"Disciplina",null,"624.15"]
[null,null,"Soggetti",null,"Soil mechanics"]
[{"$nulls":4},"Soils - Testing"]
[{"$nulls":4},"Deformations (Mechanics)"]
[{"$nulls":4},"Electronic books."]
[null,null,"Lingua di pubblicazione",null,"Inglese"]
[null,null,"Formato",null,"Materiale a stampa"]
[null,null,null,"Livello bibliografico","Monografia"]
[null,null,null,"Note generali","Description based upon print version of record."]
[null,null,null,"Nota di bibliografia","Includes bibliographical references and index."]
[null,null,"Nota di contenuto",null,"\"\"Cover\"\"; \"\"Contents\"\"; \"\"Keynote Paper\"\"; \"\"Bearing Capacity and Deformation Characteristics of Uplift Piles in Soft Ground\"\"; \"\"Section 1: Piled Raft System and Soil-Structure Interaction\"\"; \"\"Settlement and Load Sharing of Piled Raft of a 162 m High Residential Tower\"\"; \"\"Effect of Pile Configuration and Load Type on Piled Raft Foundations Performance\"\"; \"\"A Study on Time-Effects of Piled Raft System by Using Computational Methods\"\"; \"\"Structural Characteristics and Design Technical Keys of Wind Turbine Foundation in Shanghai Donghai-Bridge Offshore Wind Farm\"\""]
[{"$nulls":4},"\"\"Coupled Foundation-Superstructure Analysis and Influence of Building Stiffness on Foundation Response\"\"\"\"Observation of Pile-Soil-Interaction during Cyclic Axial Loading Using Particle Image Velocimetry\"\"; \"\"Analysis of Bridge Response Considering Water-Soil-Pile-Structure Interaction under a Scoured Condition\"\"; \"\"Nonlinear Dynamic Soil Micropile-Structure Interactions: Centrifuge Tests and FEM Analyses\"\"; \"\"The Effect of Soil-Pile Separation on the Transfer and Impedance Functions\"\"; \"\"Numerical Simulation of Pile-Soil-Structure Interaction under Dynamic Loading\"\""]
[{"$nulls":4},"\"\"Section 2: Deep Foundations\"\"\"\"Influence of Pile Geometry on Internal Sand Displacement around a Laterally Loaded Pile Using Transparent "]
[{"$nulls":4},"Soil\"\"; \"\"Soil-Water Coupling Analysis of Real-Scale Field Test for 9-Pile Foundation Subjected to Cyclic Horizontal Loading\"\"; \"\"Pile Diameter Effect on Bending Behaviour of Piles in Clay under Earthquake Loads\"\"; \"\"Predictions of Pile Setup and Its Resistance Factors for South Louisiana\"\"; \"\"Experimental Study of Model Piles Socketed into Rock with a Hanging Base\"\"; \"\"The Behavior of a Single Pile under Cyclic Axial Loads\"\""]
[{"$nulls":4},"\"\"Axial Pile Resistance of Different Pile Types Based on Empirical Values\"\"\"\"Optical Model Test on Work Mechanism of Single Pile with Cap\"\"; \"\"Analysis of Stability of Super-Long Bored Pile Considering Resistance of Soil on the Side of Pile\"\"; \"\"Nonlinear Buckling Analysis of Piles with High-Rise Pile Cap\"\"; \"\"Study on Transfer Behavior of Negative Friction of Single Pile in Two-Layer Soil\"\"; \"\"Observations on Viscosity Reduction of PHPA Polymer Support Fluids\"\"; \"\"An Analytical Solution to Transform O-Cell Pile Test Data into Conventional Load-Settlement Curve\"\""]
[{"$nulls":4},"\"\"Drilled Shaft Response in Piedmont Residuum Using Elastic Continuum Analysis and Seismic Piezocone Tests\"\"\"\"Axial Capacity of Drilled Shafts in Clay over Gravel Formation\"\"; \"\"Evaluation of Axial Capacity of Post Grouted Drilled Shafts\"\"; \"\"Numerical Simulation for Wave Propagation in Pile Integrity Test\"\"; \"\"Construction Technologies of Super-Long Pile Foundation in Hangzhou Bay Bridge\"\"; \"\"Section 3: Innovative Foundations\"\"; \"\"Model Test Research on the Compaction Effect of Jacked Pile in Layered Soil\"\""]
[{"$nulls":4},"\"\"Numerical Simulation Study on Use of Groove in Controlling Compacting Effects of Jacked Pile\"\""]