Advances in geotechnics and structural engineering : select proceedings of TRACE 2020 / / Sanjay Kumar Shukla [and three others], editors

• Pubblicazione: Singapore : , : Springer, , [2021]; ©2021
• Descrizione fisica: 1 online resource (700 pages)
• Disciplina: 624.151
• Soggetto topico: Geotechnical engineering; Structural engineering
• Persona (resp. second.): ShuklaSanjay Kumar
• Nota di bibliografia: Includes bibliographical references.
• Nota di contenuto: Intro -- Preface -- Acknowledgements -- Contents -- About the Editors -- Influence of Masonry Infill Panels on the Seismic Performance of Irregular Buildings -- 1 Introduction -- 2 Materials and Methods -- 2.1 Building Configuration -- 2.2 Modelling of URM Infills -- 3 Results and Discussion -- 4 Conclusion -- References -- Experimental Study of the Construction and Demolition Waste Used in Rigid Pavements -- 1 Introduction -- 1.1 Pavements -- 1.2 Construction and Demolition Waste Composition -- 2 Methodology -- 3 Result and Discussion -- References -- Experimental and Numerical Modeling of Tunneling-Induced Ground Settlement in Clayey Soil -- 1 Introduction -- 2 Experimental Study -- 2.1 Establishment of Physical Model -- 3 Finite Element Study -- 4 Results and Discussion -- 5 Conclusion -- References -- Blast-Resistant Stability Analysis of Triple Tunnel -- 1 Introduction -- 2 Blast Loading -- 3 Results and Discussion -- 4 Conclusions -- References -- Skew Effect on Box Girder Bridge -- 1 Introduction -- 2 Validation -- 3 Results and Discussion -- 3.1 Methodology -- 3.2 Effect of Skew Angle -- 3.3 Proposed Equations for Forces and Deflection -- 4 Conclusions -- References -- Analysis of Factors Affecting Cost and Time Overruns in Construction Projects -- 1 Introduction -- 2 Background Study -- 3 Research Methodology -- 3.1 Overrun Factors Identification -- 3.2 Questionnaire Survey and Respondents -- 4 Analysis of Data and Results -- 4.1 Analysis for Reliability of Questionnaire -- 4.2 Ranking of Overrun Factors -- 5 Discussion and Guidelines -- 6 Conclusion -- References -- Factors Influencing the Behavior of Rockfill Materials -- 1 Introduction -- 2 Experimental Studies, Observation and Discussion -- 2.1 Material Properties -- 2.2 Experimental Data Analysis Programme -- 3 Conclusions -- References. ; Swelling Behavior of the Expansive Soil Prepared with Calcium Bentonite -- 1 Introduction -- 2 Materials -- 2.1 Natural Soil -- 2.2 Bentonite -- 2.3 Expansive Soil -- 3 Experimental Work -- 3.1 Preparation of Test Sample -- 3.2 Laboratory Tests -- 4 Results and Discussion -- 4.1 Consistency Limits -- 4.2 Compaction Tests -- 4.3 Free Swell and Swelling Pressure -- 4.4 Effect of Swelling Pressure Over Lightweight Structure -- 5 Conclusions -- References -- Assessment of Corrosion in Rebars by Impressed Current Technique -- 1 Introduction -- 2 Experimental Program -- 2.1 Preparation of Specimen -- 2.2 Impressed Current Technique Setup Used for Inducing Reinforcement Corrosion -- 3 Results and Discussions -- 3.1 Time for the First Crack Development -- 3.2 Mass Loss -- 3.3 Degree of Corrosion -- 3.4 Induced Corrosion Current -- 4 Conclusion -- References -- Evaluation of Dynamic Properties and Liquefaction Studies for Sandy Soil-A Case Study -- 1 Introduction -- 2 Experimental Work -- 2.1 Material Used -- 2.2 Experimental Programme -- 2.3 In Situ Density and Moisture Content Tests -- 2.4 Relative Density Tests -- 2.5 Resonant Column Tests -- 2.6 Cyclic Simple Shear Tests -- 2.7 Evaluation of Liquefaction Potential -- 3 Results and Discussions -- 4 Conclusions -- Reference -- Frequencies of Stiffened Lock Gate Coupled with Undisturbed Fluid -- 1 Overview -- 2 Modelling -- 3 Mathematical Formulation -- 3.1 Truncation of Infinite Length -- 3.2 Finite Element Formulation -- 4 Result and Discussion -- 5 Conclusions -- References -- Consolidation Behavior of Clayey Soil Reinforced with Geofiber -- 1 Introduction -- 2 Materials and Method -- 2.1 Materials -- 2.2 Method -- 3 Test Results and Its Findings -- 3.1 Effect of Polypropylene Fiber Content on Specific Gravity. ; 3.2 Variation of Void Ratio (e) with Increment of Pressure at Different Contents of Polypropylene Fiber -- 3.3 Consolidation Parameters -- 4 Conclusions -- References -- Alkali Activated Material Brick -- 1 Introduction -- 2 Literature Study -- 2.1 Essential Characteristics of Bricks -- 3 Material and Methodology -- 4 Results and Discussion -- 5 Conclusion -- References -- Influence of Micropiles on the Bearing Capacity of a Layered Soil System-A Numerical Study -- 1 Introduction -- 2 Numerical Modelling -- 2.1 Material Properties -- 2.2 Meshing and Boundary Conditions -- 2.3 Validation -- 3 Results and Discussion -- 3.1 Settlement Contours -- 4 Conclusions -- References -- Comparative Analysis of the Bearing Capacity of Strip Footing with Varying Depth of Soil Reinforcement -- 1 Introduction -- 2 Modelling of Reinforcement-Soil Interface -- 3 Bearing Capacity Factors for Unreinforced and Reinforced Soil -- 4 Modelling in Optum G2 for Analysis Purpose -- 5 Result and Discussion -- 6 Application of the Result -- 7 Conclusion -- References -- A Review on Soil Remediation by Fenton Process -- 1 Introduction -- 2 General Steps to Minimize Soil Contamination -- 3 Advanced Oxidation Processes -- 4 Soil Remediation by Fenton Process -- 5 Conclusion -- References -- To Study the Mechanical and Thermal Behaviour of Hollow Core Slab -- 1 Introduction -- 2 Literature Review -- 3 Experimentation -- 3.1 Preliminary Tests on Cement -- 3.2 Preliminary Tests on Coarse Aggregate -- 3.3 Calculations -- 3.4 Description of Construction Materials -- 3.5 Detail of Slab -- 3.6 Detail of the Normal Slab (s1) -- 3.7 Detail of Hollow Core Slab (s2) -- 4 Results and Discussion -- 4.1 Temperature Analysis -- 4.2 Flexural Test -- 4.3 Fire Test -- 4.4 Comparison of Results -- 5 Conclusion -- References -- Interaction of Transmission Tower Footing with Twin Rock Tunnel. ; 1 Introduction -- 2 Finite Element Analysis -- 3 Results and Discussion -- 4 Conclusion -- References -- Fluid-Structure Idealization in Intze Tank under Seismic Loads -- 1 Introduction -- 2 Materials and Methods -- 3 Result and Discussion -- 3.1 Single-Mass Idealization (Case 1) -- 3.2 Two-Mass Idealization (Case 2) -- 3.3 Numerical Calculation by IITK-GSDMA Guidelines -- 3.4 Calculation for Stiffness -- 3.5 Two-Mass Idealization using Finite Element Method -- 3.6 Single-Mass Model with Masonry Infill Panel Modelled as Equivalent Diagonal Strut (Case 3) -- 3.7 Two-Mass Model with Masonry Infill Panel Modelled as Equivalent Diagonal Strut (Case 4) -- 4 Conclusion -- References -- A Review on Utilization of Construction and Demolition Waste (CDW) Toward Green and Circular Economy -- 1 Introduction -- 2 Alkali-Activated Materials -- 3 Construction and Demolition Waste (CDW) -- 4 Factors Influencing Alkali Activation of Precursors and Potential of Construction and Demolition as Precursor Material -- 5 Conclusions -- References -- Experimental Study on the Effects of Nanomaterials in Clayey Soil of Aligarh City of Northern India -- 1 Introduction -- 2 Nanotechnology and Geotechnical Engineering -- 3 Experimental Program -- 3.1 Materials -- 3.2 Synthesis of Clay Nanocomposites with Fe2O3, MWCNTs and SWCNTs -- 4 Results and Discussions -- 4.1 Scanning Electron Microscopic Studies (SEM) -- 4.2 FTIR Studies -- 4.3 X-Rays Diffraction Studies -- 4.4 Effect of Different Nanomaterials and Water Content on Engineering Properties of the Soil -- 4.5 Effect of Nanomaterials on Swelling Potential of the Soil -- 4.6 Effect of Nanomaterials on Cohesion and Angle of Friction of the Soil -- 5 Conclusions -- References -- Analysis of Effect of Anti-slide Pile on Stability of Slopes -- 1 Introduction -- 2 Bishop's Method -- 3 Numerical Modelling -- 4 Results and Discussion. ; 4.1 Influence of Length of the Pile -- 4.2 Influence of Spacing of Piles -- 4.3 Influence of Pile Positioning -- 4.4 Bending Moment and Shear Force on the Anti-slide Pile -- 4.5 Earth Pressure on the Pile -- 5 Conclusion -- References -- Performance Evaluation of Base Isolated Building -- 1 Introduction -- 2 Design of Base Isolated Structure -- 3 Numerical Modeling and Analysis -- 4 Results and Discussion -- 5 Conclusions -- References -- An Experimental Study on Effect of Partial Replacement of Rubber Tyres Dust as Fine Aggregates on Compressive Strength of Concrete -- 1 Introduction -- 2 Materials and Methods -- 3 Mix Design -- 4 Results and Discussion -- 5 Conclusion -- References -- Benchmarking Civil Engineering Education in India -- 1 Introduction -- 2 Literature Review -- 3 Challenges in Civil Engineering Education in India -- 4 Visualization and Computational Tools -- 5 Benchmarking Problems -- 6 Discussion -- 7 Conclusion -- References -- Effective Utilization of Fly Ash and Steel Slag for Partial Replacement of Cement and River Sand for Sustainable Construction -- 1 Introduction -- 2 Material and Proportioning -- 2.1 Binder -- 2.2 Aggregates -- 2.3 Materials Proportioning for Concrete -- 2.4 Casting, Curing and Testing -- 3 Results and Discussion -- 3.1 Compressive Strength -- 4 Conclusions -- 4.1 Future Scope -- References -- Dynamic Behavior of Base Isolated Howe Bridges-Seismic Resistant -- 1 Introduction -- 1.1 Application in Bridges -- 2 Seismic Base Isolation -- 3 Model Description -- 4 Methodology -- 4.1 Response Spectrum Method -- 5 Result and Discussion -- 5.1 Model 1-Non-Isolated HOWE Bridge -- 5.2 Model 2-Isolated HOWE Bridge -- 6 Conclusion -- Reference -- Comparative Study on Behavior of Structures Subjected to Seismic and Blast Loads -- 1 Introduction -- 1.1 Objectives of the Study -- 1.2 Model Description -- 2 Methodology. ; 2.1 Response Spectrum Analysis.
• Titolo autorizzato: Advances in geotechnics and structural engineering
• ISBN: 981-336-969-8
• Formato: Materiale a stampa
• Livello bibliografico: Monografia
• Lingua di pubblicazione: Inglese
• Record Nr.: 9910484439803321
• Lo trovi qui: Univ. Federico II
• Serie: Lecture notes in civil engineering.