Proceedings of Indian geotechnical and geoenvironmental engineering conference (IGGEC) 2021 . Volume 1. / / edited by Arvind Kumar Agnihotri, Krishna R. Reddy, and H. S. Chore

• Pubblicazione: Gateway East, Singapore : , : Springer, , [2023]; ©2023
• Descrizione fisica: 1 online resource (594 pages)
• Disciplina: 624.151
• Soggetto topico: Engineering geology; Environmental geotechnology
• Persona (resp. second.): ReddyKrishna R.; ChoreH. S.; AgnihotriArvind Kumar
• Nota di bibliografia: Includes bibliographical references and index.
• Nota di contenuto: Intro -- Committees -- Preface -- About IGS, Jalandhar Chapter -- Contents -- About the Editors -- Behaviour of Geomaterials and Geotechnical Investigation -- Sustainability Assessment of Controlled Low Strength Materials Utilizing Various Industrial Waste Materials -- 1 Introduction -- 2 Project Background -- 3 Technical Alternatives and Design -- 4 Sustainability Assessment Methodology -- 4.1 Environmental Sustainability -- 4.2 Economic Sustainability -- 4.3 Social Sustainability -- 4.4 Integrated Sustainability Assessment -- 5 Results and Discussion -- 5.1 Environmental Sustainability -- 5.2 Economic Sustainability -- 5.3 Social Sustainability -- 5.4 Integrated Sustainability Assessment -- 6 Conclusion -- References -- Effect of Fiber Reinforcement on the Direct Tensile Strength of Fiber-Reinforced Black Cotton Soil -- 1 Introduction -- 2 Materials -- 3 Methodology -- 4 Results and Discussions -- 5 Conclusion -- References -- Studies on Sugar Cane Bagasse Ash and Blast Furnace Slag-Based Geomaterial -- 1 Introduction -- 2 Characterization of Materials -- 3 Experimental Programme -- 4 Specimen Preparation -- 5 Test Procedure -- 6 Result and Discussion -- 6.1 Density -- 6.2 Impact of Mix Ratio Percentages on Compressive Strength -- 6.3 Stress-Strain Relationship -- 7 Conclusion -- References -- Swelling Behaviour of Expansive Soil Reinforced with Geocell and Jute Fibres -- 1 Introduction -- 2 Materials and Methods -- 2.1 Materials -- 2.2 Reinforcing Materials -- 2.3 Test Setup -- 2.4 Sample Preparation -- 2.5 Test Procedure -- 3 Result and Discussion -- 3.1 Fibre Length Effect -- 3.2 Fibre Content Effect -- 4 Conclusion -- Declaration -- References -- Stabilization of Black Cotton Soil by Using RBI Grade-81: A Review -- 1 Introduction -- 1.1 RBI Grade-81 Advantages -- 1.2 Application of RBI Grade-81 -- 2 Literature Review -- 3 Methodology. ; 3.1 Basic Properties of RBI Grade-81 -- 4 Conclusion -- References -- Geotechnical Investigation of Soil for Construction of a Court Building -- 1 Introduction -- 1.1 Description of Site -- 2 Field Investigations -- 2.1 Borings -- 2.2 Standard Penetration Test (IS 2131-1981) -- 2.3 Sampling -- 3 Laboratory Investigations -- 3.1 Natural Moisture Content -- 3.2 Grain Size Analysis -- 3.3 Atterberg's Limit Tests -- 3.4 Tri-axial Shear Tests -- 4 Test Results and Its Interpretation -- 5 Design Considerations -- 5.1 Computation of Bearing Capacity -- 6 Conclusion -- References -- Application of Electrical Resistivity in Site Investigation at Ground Profile -- 1 Introduction -- 1.1 General -- 1.2 Background -- 2 Methodology -- 3 Results -- 4 Conclusion -- References -- A Review on Various Geotechnical and Geophysical Investigations for a Dam Rehabilitation Project -- 1 Introduction -- 2 Geotechnical and Geophysical Investigations for a Dam Rehabilitation Project -- 2.1 Geotechnical Investigation -- 2.2 Geophysical Investigation -- 3 Literature Review -- 4 Conclusion -- References -- Investigation of Geotechnical Factors Affecting Electrical Resistivity of Soil -- 1 Introduction -- 2 Procedure (in Laboratory) -- 3 Procedure (on Field) -- 4 Observations and Results -- 4.1 Soil Profile (Resistivity Pseudo-section) -- 4.2 Relation of Degree of Saturation with ER of Soil -- 4.3 Relation of Dry Unit Weight with ER of Soil -- 5 Conclusion -- References -- Predicting Compaction Parameters of Silty Soil by Nonlinear Multivariable Approach -- 1 Introduction -- 2 Methodology -- 3 Analysis -- 4 Results and Discussion -- 4.1 Model 1-for Low Plasticity Silt (ML) -- 4.2 Model 2-for Intermediate Plasticity Silt (MI) -- 4.3 Model 3-for High Plasticity Silt (MH) -- 4.4 Model 4-for All 61 Samples -- 5 Conclusion -- References. ; Study of Arch Formation in Basalt Rock-A Case Study -- 1 Introduction -- 2 Literature Study -- 3 Case Study -- 3.1 Geology and Hydrology of the Area -- 4 Arch Mechanism in Rock -- 5 The Computational Model -- 6 Design Parameters -- 7 Results and Discussion -- 8 Conclusion -- References -- Consolidation of Layered Soils with Variable Compressibility -- 1 Introduction -- 2 Objectives -- 3 Methodology -- 4 Single-Layered Profile: Parametric Study -- 4.1 Problem Statement -- 4.2 Effect of Parameter Α -- 4.3 Effect of Applied Pressure -- 5 Validation -- 6 Double-Layered Profile -- 6.1 Finite Difference Formulation 1D Consolidation for Layered Soil -- 6.2 Problem Statement -- 6.3 Variation of Pore Water Pressure and Coefficient of Consolidation Cv Temporally and Spatially -- 7 Conclusion -- References -- 1D Consolidation of Silty Clay Subject to Different Ramp Loadings -- 1 Introduction -- 2 Problem Statement -- 3 Mathematical Solution -- 4 Results and Inferences -- 5 Conclusions -- References -- Assessment of Effective Shear Strength Parameters in Triaxial CU Shear Test -- 1 Introduction -- 1.1 Shear Strength at Moulded Water Content -- 1.2 Shear Strength After Saturation -- 2 Use of Mohr-Coulomb Failure Theory in the Study -- 3 Choice of Test Conditions and Scope of Study -- 4 Experimental Work -- 5 Testing Machine and Methodology of Test -- 5.1 Testing Machine -- 5.2 Methodology of Test -- 6 Results and Discussion -- 7 Conclusions -- References -- Geotechnical Properties of Copper Slag, Rice Husk Ash Blended with Lime, Cement and Geopolymer-A Comparative Study -- 1 Introduction -- 2 Materials -- 2.1 Copper Slag -- 2.2 Rice Husk Ash -- 2.3 Lime -- 2.4 Cement (OPC-43) -- 2.5 Alkali Activator -- 3 Testing Methods -- 3.1 Specific Gravity Test -- 3.2 Compaction Test -- 4 Results and Discussion -- 4.1 Specific Gravity -- 4.2 Compaction Test. ; 5 Mathematical Modeling -- 6 Conclusions -- References -- Effect of Addition of Slag on Engineering Properties of Clayey Soil -- 1 Introduction -- 2 Material and Method -- 3 Discussion of Results -- 4 Summary and Conclusion -- References -- Analysis of Bearing Capacity and Settlement from Cone Penetration Test Results at an Irrigation Project -- 1 Introduction -- 2 Materials and Methods -- 2.1 Cone Penetration Test Details -- 2.2 GEO5 Analysis -- 3 Results and Discussions -- 4 Conclusions -- References -- Soil-Structure Interaction, Earthquake Engineering and Computational Geo-mechanics -- Influence of Burial Depth of Soil on Reinforced Concrete Tunnel Against the Impact and Blast Loading -- 1 Introduction -- 2 Constitutive Modeling -- 2.1 Johnson-Cook Model for Reinforcement -- 2.2 Concrete Damaged Plasticity Model -- 2.3 Finite Element Modeling -- 2.4 Finite Element Results Validation -- 3 Results and Discussions -- 3.1 Von Mises Stresses for 0.05 m of Burial Depth -- 3.2 Von Mises Stresses for 0.1 m of Burial Depth -- 3.3 Von Mises Stresses for 0.15 m of Burial Depth -- 3.4 Von Mises Stresses for Impact Loading of 104 kg -- 4 Displacement -- 5 Acceleration -- 6 Conclusion -- References -- Plate Load Tests on the Ring and Circular Footings -- 1 Introduction -- 2 Soil -- 3 Footings -- 4 Testing Setup, Sample Preparation and Testing Procedure -- 5 Results and Discussions -- 6 Conclusions -- References -- Analytical Study on Soil-Structure Interaction of Framed Structure with Isolated Footing Resting on Silty Sand -- 1 Introduction -- 2 Objectives -- 3 Modelling and Analysis -- 3.1 General -- 3.2 Loads -- 3.3 FE Modelling -- 4 Results and Discussion -- 4.1 Vertical Displacement -- 4.2 Displacement Approach -- 5 Conclusions -- References -- Simulation of Load Bearing Capacity of a Single Pile in a Multi-layered Soil -- 1 Introduction -- 2 Modelling. ; 3 Numerical Analysis -- 4 Numerical Analysis Results -- 4.1 Vertical Load-displacement Response -- 5 Conclusion -- References -- Studies on Evaluation of Effect of Sloping Ground on Lateral Pile Response: A Brief Review -- 1 Introduction -- 2 Brief Review of Literature -- 3 Summarized Findings from the Literature Survey -- References -- Numerical Modelling of Coal Mine Overburden Dump Slopes: Developments and Current State-of-the-Art -- 1 Introduction -- 2 Limit Equilibrium Method -- 3 Continuum Modelling -- 3.1 Finite Difference Method -- 3.2 Finite Element Method -- 4 Discontinuum Modelling -- 5 Conclusion -- References -- Slope Stability Analysis of Highway Embankment by Using GEO5 Software -- 1 Introduction -- 1.1 GEO5 Software -- 1.2 Factor of Safety (FOS) -- 1.3 Types of Slope Failure -- 1.4 Angle of Internal Friction -- 1.5 Cohesion -- 1.6 Factors Affecting Slope Stability -- 2 Literature Review -- 2.1 Objectives -- 3 Analysis and Results -- 4 Conclusions -- References -- Prediction of Unconfined Compressive Strength of Clayey Soil Stabilized with Steel Slag and Cement -- 1 Introduction -- 2 Material and Method -- 3 Discussion of Results -- 4 Summary and Conclusion -- References -- Experimental and Analytic Study of the Uplift Capacity of a Horizontal Plate Anchor Embedded in Geo-Reinforced Sand -- 1 Introduction -- 2 Brief Review -- 3 Experimental Programme -- 3.1 Loading Frame and Loading Mechanism -- 3.2 Engineering Properties of Geotextiles -- 3.3 Sand Properties and Bed Preparation -- 4 Analytical Method -- 4.1 Shearing Resistance -- 4.2 Experiments on Model Anchor Embedded in Reinforced Soil -- 4.3 Load Versus Displacement for Different Densities of Soil, Embedment Ratio and Place of Reinforcement -- 5 Comparison of the Results Obtained by Analytical Method and Experiments -- 6 Observations and Discussion -- 7 Conclusions -- References. ; Finite Element Analysis (FEA) of Geocell Reinforced Pavement in Hilly Terrain.
• Titolo autorizzato: Proceedings of Indian geotechnical and geoenvironmental engineering conference (IGGEC) 2021
• ISBN: 981-19-4739-2
• Formato: Materiale a stampa
• Livello bibliografico: Monografia
• Lingua di pubblicazione: Inglese
• Record Nr.: 9910632472303321
• Lo trovi qui: Univ. Federico II
• Serie: Lecture Notes in Civil Engineering