{"text_format":"2","workbook":"xls","n_sheets":1,"sheets":["report2"],"not_rendered":{"charts":0,"images":0,"macros":0,"external_links":1,"defined_names":1,"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":18,"n_cols":5,"rows_kept":18,"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],[5,2,5,3],[7,2,7,3],[8,2,8,3],[9,2,9,3],[10,2,10,3],[12,2,12,3],[13,2,13,3],[15,2,15,3]],"flags":["formulas_cached_only"]}
[null,"1.","Record Nr.",null,"UNINA9911016151203321"]
[null,null,"Autore",null,"P. McGuire Michael"]
[null,null,"Titolo",null,"Theory Manual for the Load Displacement Compatibility Method (LDC) for Design of Column-Supported Embankments : A Companion to GeogridBridge 3. 0"]
[null,null,"Pubbl/distr/stampa",null,"Reston : , : American Society of Civil Engineers, , 2024"]
[{"$nulls":4},"©2024"]
[null,null,"ISBN",null,"0-7844-8563-1"]
[{"$nulls":4},"0-7844-8562-3"]
[null,null,"Edizione",null,"[1st ed.]"]
[null,null,"Descrizione fisica",null,"1 online resource (59 pages)"]
[null,null,"Collana",null,"Geotechnical Special Publications ; ; v.356"]
[null,null,"Soggetti",null,"Geotechnical engineering"]
[{"$nulls":4},"Embankments"]
[null,null,"Lingua di pubblicazione",null,"Inglese"]
[null,null,"Formato",null,"Materiale a stampa"]
[null,null,null,"Livello bibliografico","Monografia"]
[null,null,"Nota di contenuto",null,"Cover -- Half Title -- Title Page -- Copyright Page -- ﻿﻿﻿﻿﻿﻿Contents﻿﻿﻿﻿﻿﻿﻿﻿\n -- ﻿﻿﻿﻿﻿Contributors\n -- ﻿﻿﻿Acknowledgments﻿\n -- ﻿﻿﻿﻿﻿Preface﻿\n -- ﻿﻿﻿﻿﻿﻿﻿﻿﻿Notation﻿\n -- Chapter 1﻿: ﻿Introduction﻿  --   ﻿References﻿\n -- Chapter 2﻿: ﻿Load Transfer Mechanisms﻿  --   ﻿﻿2.1﻿ ﻿Soil Arching﻿\n --     ﻿﻿2.1.1﻿ ﻿Incremental Arching Derivation﻿\n --     ﻿﻿﻿2.1.2﻿ ﻿Arching Mobilization﻿\n --       ﻿﻿2.1.2.1﻿ ﻿Bilinear Adapted Terzaghi﻿\n --       ﻿﻿﻿2.1.2.2﻿ ﻿Simplified Ground Reaction Curve﻿\n --   ﻿﻿﻿﻿﻿2.2﻿ ﻿Load Transfer through Tensioned Geosynthetic﻿\n --     ﻿﻿2.2.1﻿ ﻿Overview of the Parabolic Method﻿\n --     ﻿﻿﻿2.2.2﻿ ﻿Derivation of the Parabolic Method﻿\n --       ﻿﻿2.2.2.1﻿ ﻿Derivation of the General Form of the Parabolic Method﻿\n --       ﻿﻿﻿2.2.2.2﻿ ﻿Parabolic Method Derivation for Triangular Arrays﻿\n --       ﻿﻿﻿2.2.2.3﻿ ﻿Parabolic Method Derivation for Square/Rectangular Arrays﻿\n --   ﻿﻿﻿﻿﻿2.3﻿ ﻿Drag force﻿\n --   ﻿References﻿\n -- Chapter 3: ﻿Consolidation and Compression﻿  --   ﻿﻿3.1﻿ ﻿Initial and Final Stresses﻿\n"]
[{"$nulls":4}," --   ﻿﻿﻿3.2﻿ ﻿Clays﻿\n --     ﻿﻿3.2.1﻿ ﻿Ultimate Consolidation Strain﻿\n --     ﻿﻿﻿3.2.2﻿ ﻿Time Rate of Consolidation﻿"]
[null,null,null,"Sommario/riassunto","GSP 356 provides an updated, detailed overview on the theory, history, implementations, and mathematical foundations of the Load Displacement Compatibility method for the design of column-supported embankments."]