{"text_format":"2","workbook":"xls","n_sheets":1,"sheets":["report2"],"not_rendered":{"charts":0,"images":0,"macros":0,"external_links":1,"defined_names":2,"comments":0,"pivot_tables":0},"unopened":[],"bounds":{"document_bytes":16777216,"sheet_cells":100000,"run_cost":"one","rows_first":2000,"rows_last":500,"rows_between":2000,"halvings":0,"cell_chars":16384,"cell_head_chars":4096},"cells_cut":0,"cells_raw":0,"read":"whole","date_system":"1900","formulas":"cached_only"}

{"sheet":"report2","index":0,"n_rows":45,"n_cols":5,"rows_kept":45,"cut":false,"hidden":false,"merged":[[0,2,0,3],[0,4,0,5],[1,2,1,3],[1,4,1,5],[2,2,2,3],[2,4,2,5],[3,2,3,3],[4,2,4,3],[6,2,6,3],[7,2,7,3],[8,2,8,3],[10,2,10,3],[13,2,13,3],[14,2,14,3],[18,2,18,3],[18,4,18,5],[19,2,19,3],[19,4,19,5],[20,2,20,3],[22,2,22,3],[28,2,28,3],[29,2,29,3],[30,2,30,3],[32,2,32,3],[33,2,33,3],[37,2,37,3]],"flags":["formulas_cached_only"]}
[null,"1.","Record Nr.",null,"UNINA9910461745603321"]
[null,null,"Autore",null,"Winkle Kenneth J"]
[null,null,"Titolo",null,"Abraham and Mary Lincoln [[electronic resource] /] / Kenneth J. Winkle"]
[null,null,"Pubbl/distr/stampa",null,"Carbondale, : Southern Illinois University Press, 2011"]
[null,null,"ISBN",null,"1-280-69812-8"]
[{"$nulls":4},"9786613675088"]
[null,null,"Descrizione fisica",null,"ix, 147 p. : ill., ports"]
[null,null,"Collana",null,"Concise Lincoln library"]
[null,null,"Disciplina",null,"973.7092"]
[{"$nulls":4},"B"]
[null,null,"Soggetti",null,"Presidents - United States"]
[{"$nulls":4},"Presidents' spouses - United States"]
[{"$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","Bibliographic Level Mode of Issuance: Monograph"]
[null,null,null,"Nota di bibliografia","Includes bibliographical references and index."]
[null,"2.","Record Nr.",null,"UNISA996217893103316"]
[null,null,"Titolo",null,"Recommendations for design and analysis of earth structures using geosynthetic reinforcements - EBGEO / / Deutsche Gesellschaft für Geotechnik ; translation by Alan Johnson"]
[null,null,"Pubbl/distr/stampa",null,"Berlin, Germany : , : Wilhelm Ernst & Sohn, Verlag für Architektur und technische Wissenschaften, , [2011]"]
[{"$nulls":4},"©2011"]
[null,null,"ISBN",null,"3-433-60146-1"]
[{"$nulls":4},"1-283-43212-9"]
[{"$nulls":4},"9786613432124"]
[{"$nulls":4},"1-62198-080-4"]
[{"$nulls":4},"3-433-60093-7"]
[{"$nulls":4},"3-433-60147-X"]
[null,null,"Descrizione fisica",null,"1 online resource (340 p.)"]
[null,null,"Disciplina",null,"624.15"]
[null,null,"Soggetti",null,"Geosynthetics - Research"]
[{"$nulls":4},"Engineering geology - Research"]
[null,null,"Lingua di pubblicazione",null,"Inglese"]
[null,null,"Formato",null,"Materiale a stampa"]
[null,null,null,"Livello bibliografico","Monografia"]
[null,null,null,"Note generali","Translation of the 2nd German edition."]
[null,null,null,"Nota di bibliografia","Includes bibliographical references."]
[null,null,"Nota di contenuto",null,"Title Page; Preface to the English edition; Notes for the User; 1 Introduction to the Recommendations and their Application Principles; 1.1 National and International Regulations; 1.2 Types of Analysis and Limit States using the Partial Safety Factor Approach; 1.2.1 New Standards Generation and Transitional Regulations; 1.2.2 Effects and Resistances; 1.2.3 Limit States; 1.2.4 Applying EBGEO in Conjunction with DIN EN 1997-1; 1.3 Examples of Reinforced Earth Structures; 1.4 General Definitions Reinforced fill or reinforced earth structures; 2 Demands on Materials; 2.1 Soil"]
[{"$nulls":4},"2.1.1 Ground Investigation2.1.2 Fill Soil; 2.1.2.1 Soil Mechanics Demands; 2.1.2.1.1 Predominantly Statically Loaded Structures; 2.1.2.1.2 Predominantly Dynamically Loaded Structures; 2.1.2.2 Soil Chemistry Demands; 2.1.2.3 Execution; 2.1.3 Back-fill and Cover-fill Soils; 2.2 Geosynthetics; 2.2.1 General Recommendations; 2.2.2 Raw Materials; 2.2.3 Product Properties and Demands; 2.2.4 Testing and Reduction Factors; 2.2.4.1 General Recommendations; 2.2.4.2 Product Identification (DIN EN ISO 10320); 2.2.4.3 Mass Per Unit Area (DIN EN "]
[{"$nulls":4},"ISO 9864); 2.2.4.4 Short-term Load-Extenson Behaviour"]
[{"$nulls":4},"2.2.4.4.1 Tensile Strength and Strain (DIN EN ISO 10319)2.2.4.4.2 Axial Stiffness; 2.2.4.4.3 Uniaxial and Biaxial Reinforcement; 2.2.4.4.4 Serviceability Limit State/Strain Behaviour; 2.2.4.5 Long-term Load-Extension Behaviour (Creep Rupture, Creep); 2.2.4.5.1 General Recommendations; 2.2.4.5.2 Determining Reduction Factor A1 from Creep Testing; 2.2.4.5.3 Reduction Factor A1 for Creep Failure Behaviour; 2.2.4.5.4 Identifying Long-term Strain Behaviour by Evaluating Isochrones; 2.2.4.6 Resistance to Mechanical Damage During Installation 2.2.4.6.1 General Recommendations"]
[{"$nulls":4},"2.2.4.6.1 General Recommendations2.2.4.6.2 Reduction Factor A2 for Damage to Geosynthetics During Transportation, Installation and Compaction; 2.2.4.6.3 In-situ Testing; 2.2.4.6.4 Laboratory Testing (DIN EN ISO 10722); 2.2.4.7 Joins and Connections; 2.2.4.7.1 General Recommendations; 2.2.4.7.2 Reduction Factor A3 for Junctions, Joins, Seams and Connections to Other Structural Elements; 2.2.4.7.3 Determining the Reduction Factor A3 by Testing; 2.2.4.8 Chemical Resistance; 2.2.4.8.1 Reduction Factor A4 for Environmental Chemical Impacts; 2.2.4.8.2 Determining Chemical Resistance by Testing"]
[{"$nulls":4},"2.2.4.9 Additional Environmental Impacts2.2.4.9.1 Microbiological Resistance; 2.2.4.9.2 Biological Resistance and Vandalism; 2.2.4.9.3 Weathering Resistance (UV Resistance); 2.2.4.10 Effects of Predominantly Dynamic Actions; 2.2.4.10.1 Reduction Factor A5 for Predominantly Dynamic Actions; 2.2.4.10.2 Determining the Reduction Factor A5 for Predominantly Dynamic Actions by Testing; 2.2.4.11 Friction and Composite Behaviour; 2.2.4.11.1 General Recommendations; 2.2.4.11.2 Determining Composite Coefficients by Testing; 2.3 Bibliography; 3 Analysis Principles; 3.1 General Principles"]
[{"$nulls":4},"3.2 Allocation of Geosynthetic-reinforced Structures to Geotechnical Categories"]
[null,null,null,"Sommario/riassunto","The completely revised and extended Recommendations deal with all questions relevant to the planning and dimensioning of geosynthetics-reinforced earth structures. In addition to the demands on materials and analysis principles, the applications of geosynthetics in a range of foundation systems, ground improvement measures, highways engineering projects, in slopes and retaining structures, and in landfill engineering are discussed.The Recommendations have been supplemented by the following sections:- reinforced earth structures over point or linear bearing elements,- foundation"]