{"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":35,"n_cols":5,"rows_kept":35,"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],[5,2,5,3],[6,2,6,3],[7,2,7,3],[9,2,9,3],[11,2,11,3],[12,2,12,3],[14,2,14,3],[14,4,14,5],[15,2,15,3],[15,4,15,5],[16,2,16,3],[17,2,17,3],[18,2,18,3],[19,2,19,3],[20,2,20,3],[21,2,21,3],[26,2,26,3],[27,2,27,3],[31,2,31,3]],"flags":["formulas_cached_only"]}
[null,"1.","Record Nr.",null,"UNISA990003131580203316"]
[null,null,"Autore",null,"CANTIN, André"]
[null,null,"Titolo",null,"Les sciences séculieres et la foi : les deux voies de la science au jugement de S. Pierre Damien (1007-1072) / André Cantin"]
[null,null,"Pubbl/distr/stampa",null,"Spoleto : Centro italiano di studi sull'Alto Medioevo, 1975"]
[null,null,"Descrizione fisica",null,"633 p. ; 22 cm."]
[null,null,"Collana",null,"Centro italiano di studi sull'alto Medioevo ; 5"]
[null,null,"Disciplina",null,"501"]
[null,null,"Soggetti",null,"Scienze - Teorie - Medioevo"]
[{"$nulls":4},"Pier : Damiani <santo> Concezione delle scienze"]
[null,null,"Collocazione",null,"FC M 1282"]
[{"$nulls":4},"FC M 1282a"]
[null,null,"Lingua di pubblicazione",null,"Francese"]
[null,null,"Formato",null,"Materiale a stampa"]
[null,null,null,"Livello bibliografico","Monografia"]
[null,"2.","Record Nr.",null,"UNINA9910455289703321"]
[null,null,"Titolo",null,"Soils and rock instrumentation, behavior, and modeling [[electronic resource] ] : selected papers from the 2009 GeoHunan International Conference, August 3-6, 2009, Changsha, Hunan, China / / hosted by Changsha University of Science and Technology, China ; co-sponsored by ASCE Geo-Institute, USA ... [et al.] ; edited by Louis Ge ... [et al.]"]
[null,null,"Pubbl/distr/stampa",null,"Reston, Va., : Geo Institute, American Society of Civil Engineers, c2009"]
[null,null,"ISBN",null,"0-7844-7293-9"]
[null,null,"Descrizione fisica",null,"1 online resource (120 p.)"]
[null,null,"Collana",null,"Geotechnical special publication ; ; no. 194"]
[null,null,"Disciplina",null,"624.1/51"]
[null,null,"Soggetti",null,"Road materials"]
[{"$nulls":4},"Soils"]
[{"$nulls":4},"Engineering geology - Instruments"]
[{"$nulls":4},"Pavements"]
[{"$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 indexes."]
[null,null,"Nota di contenuto",null,"\"\"Cover\"\"; \"\"Contents\"\"; \"\"Grout Efficiency of Lifting Structure in Soft Clay\"\"; \"\"Modeling Resilient Modulus of Unbound Granular Materials under Repeated Loading\"\"; \"\"Study on the Deformation and Evolution Mechanism of Soil-Rock-Mixture Slope under Excavation Disturbance\"\"; \"\"Development and Application of Constitutive Model for Simulation of Mechanical Behavior of Granular Material\"\"; \"\"Application of Fuzzy Sets to Geological Strength Index (GSI) System Used in Rock Slope\"\"; \"\"Measurement of Soil Air Suction Change during Freezing-Thawing Process\"\""]
[{"$nulls":4},"\"\"Investigation of the Performance of Flexible Airport Pavements under Moving Aircraft Wheel Loads with Wander Using Finite Element Analysis\"\"\"\"Characteristics of Pore Pressure and Volume Change during Undrained Loading of Unsaturated Compacted Granite Soil\"\"; \"\"Sonic Wave Testing Technique in Lamellar Rock Mass\"\"; \"\"The Pumping Test Data Analyses of Andesite Rock Blocks Aquifer with Varied Hydraulic Boundaries by Generalized Radial Flow Model\"\"; \"\"Constitutive Model of Soil-Structure Interface under Constant Stress Increment Ratio Stress Paths\"\""]
[{"$nulls":4},"\"\"A Dynamic Damage Statistical Constitutive Model of Rock Considering "]
[{"$nulls":4},"Strain Rate under Uniaxial Loading Conditions\"\"\"\"The Application of PFWD in Sub-Grade Compactness Test\"\"; \"\"Research on the Disturbed State Concept for Soft Clay Roadbed\"\"; \"\"Numerical Simulation of Soil-Pile Interaction in Expansive Soils Foundation\"\"; \"\"Indexes\"\"; \"\"Author Index\"\"; \"\"Subject Index\"\""]