{"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":17,"n_cols":5,"rows_kept":17,"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],[3,2,3,3],[4,2,4,3],[5,2,5,3],[6,2,6,3],[7,2,7,3],[8,2,8,3],[12,2,12,3],[13,2,13,3],[15,2,15,3]],"flags":["formulas_cached_only"]}
[null,"1.","Record Nr.",null,"UNINA9910863143303321"]
[null,null,"Titolo",null,"Advancements in Geotechnical Engineering : The official 2020 publications of the Soil-Structure Interaction Group in Egypt (SSIGE) / / edited by Hany Shehata, Mona Badr"]
[null,null,"Pubbl/distr/stampa",null,"Cham : , : Springer International Publishing : , : Imprint : Springer, , 2021"]
[null,null,"ISBN",null,"3-030-62908-2"]
[null,null,"Edizione",null,"[1st ed. 2021.]"]
[null,null,"Descrizione fisica",null,"1 online resource (VI, 226 p. 145 illus., 111 illus. in color.)"]
[null,null,"Collana",null,"Sustainable Civil Infrastructures, , 2366-3413"]
[null,null,"Disciplina",null,"624.151"]
[null,null,"Soggetti",null,"Earth sciences"]
[{"$nulls":4},"Geotechnical engineering"]
[{"$nulls":4},"Earth Sciences"]
[{"$nulls":4},"Geotechnical Engineering and Applied Earth Sciences"]
[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,"Assignment of Groundwater Table in Liquefaction Analysis of Soils -- Production Rate Estimation Using System Dynamics (Case Study: Clamshell Excavation at Top Down Construction) -- Stepped Loading of a Raft Foundation Supported on Deep Soft Clay Improved with Floating Stone Columns -- The Use of a Robotized Inclinometer System to Measure Deep-Seated Ground Deformation in a Monumental.-Area During TBM Tunnel Excavations. The Case of Rome Subway, New Line c. -- Seismic Site Response Characterization for Suez Canal Region, Egypt -- Relationships of the Physical and Mechanical Properties Obtained in Ignimbrites from a Tunnel in Morelia, Mexico -- Implementation of a Single Hardening Constitutive Model for 3d Analysis of Earth Dams -- Geomembranes to Line Surge Shafts -- Expanded Polystyrene in Soil Reinforcement -- Future of Underground Techniques in Deep Mines of Different Content Without Catastrophic Risks.-Utilization of Silica fume and Slag to Improve theGeotechnical Properties of Expansive Soil -- Effect of Sand Cushion Thickness and Lateral Extension on Heave of Remolded Swelling Soil -- Dynamic Response of Stabilized Soft Clay Under Cyclic Loading at Low Shear Strain Level -- Review of Soil Improvement Techniques -- Numerical Evaluation of Bearing Capacity of Step-Tapered Piles Using P-Y Curves Analysis -- Using Traditional and Advanced Soil Improvement Techniques for Swelling Soil Heave Mitigation."]
[null,null,null,"Sommario/riassunto","This book intends directly the practical engineers, who will be of great interest in reading the interesting chapters. Earthwork projects are critical components in civil construction and often require detailed management techniques and unique solution methods to address failures. Being earthbound, earthwork is influenced by geomaterial properties at the onset of a project. Hence, an understanding of the in-situ soil properties and all geotechnical aspects is essential. Analytical methods for earth structures remain critical for researchers due to the mechanical complexity of the system. Striving for better earthwork project management, the geotechnical engineering community continues to find improved testing techniques for determining sensitive properties of soil and rock, including stress wave-based, non-destructive testing methods. To minimize failure during earthwork construction, past case studies and data may reveal useful lessons and information to improve project management and minimize economic losses. ."]