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Earth retaining structures and stability analysis . Volume 6. : proceedings of the Indian geotechnical conference 2021 / / edited by Kasinathan Muthukkumaran, Balunaini Umashankar, and N. Kumar Pitchumani
| Earth retaining structures and stability analysis . Volume 6. : proceedings of the Indian geotechnical conference 2021 / / edited by Kasinathan Muthukkumaran, Balunaini Umashankar, and N. Kumar Pitchumani |
| Edizione | [1st ed. 2023.] |
| Pubbl/distr/stampa | Gateway East, Singapore : , : Springer, , [2023] |
| Descrizione fisica | 1 online resource (466 pages) |
| Disciplina | 624.151 |
| Collana | Lecture Notes in Civil Engineering |
| Soggetto topico |
Geotechnical engineering
Structural stability |
| ISBN | 981-19-7245-1 |
| Formato | Materiale a stampa  |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto | Chapter 1. Incorporation of Surrounding Rock Layer Presence in the Design of Underground Cut & Cover Box Structure -- Chapter 2. Elastic Perfectly Plastic Behavior of Lower Siwalik Sandstones -- Chapter 3. Effect of Volume Loss during Tunnel Construction on the Ground Surface -- Chapter 4. Crack growth in rocks with pre-existing flaws subjected to uniaxial and biaxial compression -- Chapter 5. Parametric Study on the performance of Temporary Secant Pile Wall -- Chapter 6. Numerical Analysis of Ground settlement induced by Shallow Tunnels -- Chapter 7. Seismic Assessment of horseshoe-shaped tunnel using a pseudo-static approach -- Chapter 8. Effects of the Shield-Driving on Soil Arching around the Tunnel -- Chapter 9. Stability Analysis of Over Burden Dump Slope – A Case Study of Marki Mangli - I Coal Mine -- Chapter 10. Living Soil Nails to Prevent Shallow Landslides in Lateritic Soil Slopes -- Chapter 11. Restoration Measures of Landslide Affected Valley Slope - A Case Study of Tindharia Area along NH 55 in West Bengal -- Chapter 12. Effect of Hysteretic SWCC on Marappalam Rainfall Triggered Slope Failure -- Chapter 13. Effect of antecedent uniform rainfall pattern on the stability of a typical North-eastern slope -- Chapter 14. Response of Isolated Shallow Footing on Sloping Ground with Dynamic Loading -- Chapter 15. Detection, Monitoring, and Early-Warning of Landslides using In-Situ Ground-based Monitoring Techniques: A Review. etc. |
| Record Nr. | UNINA-9910672450703321 |
| Gateway East, Singapore : , : Springer, , [2023] | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
Foundation and Forensic Geotechnical Engineering : Proceedings of the Indian Geotechnical Conference 2021 Volume 2 / / edited by Kasinathan Muthukkumaran, C. N. V. Satyanarayana Reddy, Anil Joseph, S. Senthamilkumar
| Foundation and Forensic Geotechnical Engineering : Proceedings of the Indian Geotechnical Conference 2021 Volume 2 / / edited by Kasinathan Muthukkumaran, C. N. V. Satyanarayana Reddy, Anil Joseph, S. Senthamilkumar |
| Edizione | [1st ed. 2023.] |
| Pubbl/distr/stampa | Singapore : , : Springer Nature Singapore : , : Imprint : Springer, , 2023 |
| Descrizione fisica | 1 online resource (323 pages) |
| Disciplina | 624.15 |
| Collana | Lecture Notes in Civil Engineering |
| Soggetto topico |
Engineering geology
Foundations Geotechnical engineering Geoengineering Foundation Engineering Geotechnical Engineering and Applied Earth Sciences |
| ISBN | 981-19-6359-2 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto | Chapter 1. Analysis and Design of Foundation System for the Horizontal Solar Axis Tracker -- Chapter 2. Bidirectional and Conventional Static Load Test on Bored Piles in Soil: A Field Comparison -- Chapter 3. The Ultimate Bearing Capacity of Ring Footing with Inclined Base -- Chapter 4. Comparative Study of Geotechnical Design of Foundations as per Indian Standards & Eurocode 7 -- Chapter 5. Parametric Study of the Behavior of Large Piled Raft Foundation on Stiff Clay -- Chapter 6. Estimation of shaft-base initial stiffness and ultimate resistance of O-cell piles -- Chapter 7. A Numerical Study of Performance of Large Piled Raft Foundation on Sand under Vertical Loading -- Chapter 8. Effect of Compressibility on Bearing Pressure of Soft Ground -- Chapter 9. Raft Foundation Analysis for a 135-m High-Rise Residential Tower in Noida -- Chapter 10. Model Study on Single Pile Subjected To Axial and Inclined Load Embedded In Contaminated Soil -- Chapter 11. Behaviour of Combined Piled-Raft Foundation under Eccentric Loading -- Chapter 12. Shape Optimization of Onshore Wind Turbine Foundations -- Chapter 13. Analysis of Load Distribution Coefficient of Piled Raft System: A Numerical Approach -- Chapter 14. Effect of Slope Inclination on V-H and V-M Capacity Envelope of Strip Foundation on Undrained Clay Slope -- Chapter 15. Wind Turbine Foundation Using PHC Piles in Problematic Soil -- Chapter 16. Effect of Super Structural Symmetry on Pile Foundations under Pseudo-Static Loading -- Chapter 17. Behavior of Pile in Sloped Grounds Under The Influence of Surcharge Loads -- Chapter 18. Influence of Flexural Rigidity of Footing and Shear Strength of Supporting Soil on Internal Stresses in Foundation -- Chapter 19. Influence of oil spill on the Load-Settlement Behaviour of Footings of Adjacent Structures -- Chapter 20. Behavior of Vertical and Battered Piles under Combined Axial and Lateral Load -- Chapter 21. Footing Resting on Clayey Slopes -- Chapter 22. A comparison of solutions of laterally-loaded long piles using subgrade modulus approach -- Chapter 23. An Overview of Large Capacity Pile Load Test: A Case study -- Chapter 24. Influence of Soil Cover on Lateral Response of Rock-Socketed Piles -- Chapter 25. Analysis of Foundation System of the Taj Mahal -- Chapter 26. Heritage Impact Assessment of the Subordinate Court Complex near the David Yale and Joseph Hyner’s Tomb -- Chapter 27. Numerical Investigation on the Influence of Different Parameters on a Vegetated Slope - A Case Study -- Chapter 28. A Geotechnical Study on Failed Base Slab of Molasses Tank -- Chapter 29. Geotechnical Design and Execution of Driven Spun Piles in Estuarine Geology. |
| Record Nr. | UNINA-9910633935703321 |
| Singapore : , : Springer Nature Singapore : , : Imprint : Springer, , 2023 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
Ground improvement techniques . Volume 3 Proceedings of the Indian geotechnical conference 2021 / / editors : Kasinathan Muthukkumaran [and three others]
| Ground improvement techniques . Volume 3 Proceedings of the Indian geotechnical conference 2021 / / editors : Kasinathan Muthukkumaran [and three others] |
| Pubbl/distr/stampa | Singapore : , : Springer, , [2023] |
| Descrizione fisica | 1 online resource (389 pages) |
| Disciplina | 624.151 |
| Collana | Lecture notes in civil engineering |
| Soggetto topico |
Geotechnical engineering
Soil stabilization |
| ISBN | 981-19-6727-X |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto |
Intro -- Preface -- Contents -- About the Editors -- 1 Enhancement of Soil Properties by Using Red Mud and Lime -- Introduction -- Materials and Research Methodology -- Soil -- Red Mud -- Lime -- Sample Preparation -- Results and Discussion -- Compaction Characteristics -- Uniaxial Compression Test -- California Bearing Ratio (CBR) -- Shear Strength Parameters -- Analysis of EDS -- Conclusion -- References -- 2 Ground Improvement for Open Foundation on Soft Clays Using Stone Columns and PVD Drains for Retaining Walls and Approaches of a Cable Stayed ROB -- Introduction -- Sub-Soil Characteristics -- Recommendations Within Soil Investigation Report -- Safe Bearing Capacity of Ground -- Expected Loading and Expected Pressure on the Ground -- Ground Improvement Techniques -- Design of Ground Improvement Using Stone Columns for Retaining Walls -- Design of Ground Improvement Using PVDS -- Conclusion -- References -- 3 State of the Art on the Extent of Smear Zone and Variation of Permeability During the Installation of Drain in Clayey Soil -- Introduction -- Smear Effect -- Theoretical Studies on the Extent of Smear Zone and Permeability Ratio -- Experimental Studies on the Extent of Smear Zone and Permeability Ratio -- Analytical and Numerical Studies on the Extent of Smear Zone and Permeability Ratio -- Field Studies on the Extent of Smear Zone and Permeability Ratio -- Conclusion -- References -- 4 State-Of-The-Art Review on Improvement of Strength Characteristics of Soil Using Nano Silica -- Introduction -- Plasticity Characteristics of Composite Materials -- Compaction Characteristics of Composite Materials -- Strength Characteristics of Composite Materials -- Hydraulic Conductivity of Composite Materials -- Interaction Mechanism of Nano Silica in Soil -- Conclusions -- References.
5 Influence of Aquaculture Sludge on Volume Change Behavior of Expansive Clays -- Introduction -- Materials and Experimental Procedure -- Results and Discussion -- Effect of Aquaculture Waste Sludge on Swell-Shrink Behavior of Clays -- Effect of Aquaculture Waste Sludge on Clay Structure -- Conclusions -- References -- 6 Densification of Fly Ash Deposits Equipped with Rammed Stone Column-A Case Study -- Introduction -- Geotechnical Conditions -- Foundation Consideration Based upon Field Test Results -- Field Load Test on 900-mm Stone Column for Open Foundation -- Field Load Test on 600-mm-dia. Stone Column for Pile Foundation -- Conclusion -- 7 Application of Prefabricated Vertical Drains (PVDs) for Improvement of Soft Clays-A Case Study -- Introduction -- Project Details -- Soil Investigation -- Ground Improvement Features -- Selection of Technique -- Component of Ground Improvement -- Design Parameters -- Analysis Steps -- Consolidation Time Calculation -- Surcharge Height Calculation -- Increase in Cohesion Value -- Combined Degree of Consolidation -- Settlement Computations -- Execution of PVD and Surcharge -- Results and Observations -- Conclusions -- References -- 8 Performance Evaluation of Earthen Embankment Underlain by Marine Clay Deposit with Ground Improvement Techniques-A Case Study of Mangaluru Region, Karnataka -- Introduction -- Background -- Brief History -- Statement of Problem -- Scope of Study -- Objectives -- Literature Review -- Methodology -- Basal Reinforcement Layer -- Sand Columns -- Stone Columns -- Conclusion -- References -- 9 An Experimental Study on Development of the Bearing Capacity of Soft Clay Soil Using Stone Column with Bamboo Sheet Plate -- Introduction -- Materials Used -- Study Materials -- Experimental Investigation -- Preparation of Clayey Soil Bed and Construction of Stone Columns -- Experimental Modeling. Test Results and Discussions -- Load Test Results -- Interpretation of Test Results -- Conclusion -- References -- 10 Evaluation of Heave Behavior by Numerical Modeling of Granular Pile Anchor in Expansive Soil -- Introduction -- Mechanism Involved -- Numerical Modeling -- Boundary Conditions -- Heave Calculations -- Results and Discussions -- Numerical Analysis of Granular Pile Anchor (GPA) -- Comparison of PLAXIS Model of Plain GPA with Literature [13] -- Effect of Roughness Coefficient on Geogrid-Encased GPA -- Conclusions -- References -- 11 A Study of Load Distribution Between Soil and Stone Columns -- Introduction -- Methodology -- Parametric Study -- Effect of Area Ratio (Ar) -- Effect of Relative Stiffness (Egp/Es) -- Stress Intensity (qtotal) -- Conclusions -- References -- 12 An Experimental Study to Determine the Best Aggregate Mix for Stone Columns -- Introduction -- Material Used -- Clay -- Sand -- Stone Aggregate -- Test Setup -- Preparation of Clay Bed -- Construction of Stone Column -- Test Procedure -- Method to Obtain Deformed Shape of Stone Column -- Finite Element Analysis -- Modeling and Analysis of Stone Column -- Results and Discussion -- Conclusions -- References -- 13 Static and Dynamic Study on the Performance of Modified Stone Column in Ahmedabad Soil -- Introduction -- Material and Methodology -- Site Selection -- Material Properties and Constitutive Model -- Geometry and Boundary Condition -- Result and Discussion -- Effect of Modified Stone Columns -- Effect of Pseudo-static Load -- Horizontal Displacement -- Post-earthquake Behavior -- Conclusion -- References -- 14 Subgrade Strength Prediction Modeling On Fiber-Reinforced Expansive Soil Treated With Alkali Activated Binder -- Introduction -- Material and Method -- Soil -- Jute Fiber (JF) -- Alkaline Active Binder (AAB) -- Sample Preparation -- Results and Discussion. Fourier Transform Infrared Spectroscopy (FTIR) -- X-Ray Photoelectron Spectroscopy (XPS) -- Modulus of Rupture (Flexural Strength: Sf) -- California Bearing Ratio (CBR) -- Tensile Strength (Indirect) (ITS) -- Regression Analysis -- Case Study -- Conclusions -- References -- 15 Behavior of Jute Fiber-Reinforced Sand Using Direct Shear Test for Ground Engineering Application -- Introduction -- Materials, Methodology, and Investigating Parameters -- Sand -- Jute Fiber -- Jute Fiber-Sand Mixture -- Testing Methodology -- Investigating Parameters -- Results and Discussion -- Effect of Normal Stress on Dry Sand -- Effect of Relative Density on Dry Sand -- Effect of Water Content on Shearing Response of Sand -- Effect of Fiber with Water Content on the Behavior of Jute-Sand Mixes -- Conclusions -- References -- 16 Numerical Studies on Effects of Embankment Layer Construction Period on Consolidation Settlements of Underlain Soft Soil -- Introduction -- Modified Cam-Clay Model -- Details of the Soil Profile and the Embankment -- Numerical Modeling -- Properties, Mesh, and Boundary Condition -- Analysis Step -- Results and Discussion -- Effects on Settlement of Underlain Soft Soil -- Effects on Settlement of Embankment -- Effects on Pore Pressure Dissipation -- Effects on Lateral Movement of Embankment Fills -- Conclusions -- References -- 17 Improvement of Soft Ground by Employing Granular Piles Below Raft -- Introduction -- Numerical Modeling -- Finite Element Model -- Study of Model Configuration -- Material Characteristics and Property -- Mesh Pattern and Boundary Condition -- Results and Discussion -- Effect of Load-Settlement Behavior with Number of Piles -- Effect of Load-Settlement Behavior with Variation of Thickness of Cushion Layer -- Effect of Thickness of Raft -- Conclusion -- References. 18 Multivariate Regression Model to Predict Geotechnical Properties of Fly Ash-Stabilized Clayey Soil -- Introduction -- Materials and Methodology -- Materials Used -- Methodology Adopted -- Results and Discussions -- Modified Proctor Test -- California Bearing Ratio Test -- Direct Shear Test -- Regression Analysis -- Conclusion -- Modified Proctor Test -- CBR Test -- Direct Shear Test -- Regression Analysis -- References -- 19 A Study on the Strength Aspects of Alkali-Activated Red Mud-Crusher Dust-Blended Geopolymer -- Introduction -- Materials Used and Methodology -- Results and Discussion -- Basic Geotechnical Properties -- Grain Size Analysis and Specific Gravity -- Compaction Characteristics -- Microstructure Analysis -- Unified Compressive Strength -- Conclusions -- References -- 20 A State-of-the-Art Review on Electro-osmotic Treatment for Stabilization of Soft Soils -- Introduction -- Fundamental Principle -- Factors Affecting the Efficiency -- Observations on Modification of Soil Properties -- Moisture Content -- Undrained Shear Strength -- Consolidation and Dewatering Characteristics -- Practical Applicability -- Conclusion -- References -- 21 Study on Time-Viscosity Characteristics of Microfine Slag Grout with Hydrated Lime Activator -- Introduction -- Methodology -- Materials -- Time Viscosity Properties of Grout -- Fluidity Test -- Viscosity Test -- Results and Discussions -- References -- 22 Influence of Intensity and Position of Surcharge on the Performance of Soil Nail System -- Introduction -- Methodology -- Conventional Design Procedure -- Numerical Simulations -- Results and Discussion -- Horizontal Displacement at Wall Face -- Vertical Settlement of Footing -- Axial Force in Nails -- Factors of Safety -- Concluding Remarks -- References. 23 Effect of Biopolymer Inclusion and Curing Conditions on the Failure Strain and Elastic Modulus of Cohesive Soil. |
| Record Nr. | UNINA-9910634036703321 |
| Singapore : , : Springer, , [2023] | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
Proceedings of the Indian Geotechnical Conference 2022 Volume 5 : Geotechnics: Learning, Evaluation, Analysis and Practice (GEOLEAP)
| Proceedings of the Indian Geotechnical Conference 2022 Volume 5 : Geotechnics: Learning, Evaluation, Analysis and Practice (GEOLEAP) |
| Autore | Jose Babu T |
| Edizione | [1st ed.] |
| Pubbl/distr/stampa | Singapore : , : Springer Singapore Pte. Limited, , 2024 |
| Descrizione fisica | 1 online resource (517 pages) |
| Altri autori (Persone) |
SahooDipak Kumar
OommenThomas MuthukkumaranKasinathan ChandrakaranS Santhosh KumarT. G |
| Collana | Lecture Notes in Civil Engineering Series |
| ISBN |
9789819733897
9789819733880 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto |
Intro -- Preface -- Contents -- About the Editors -- Theme-05-Rock Engineering, Tunnelling and Underground Structures -- Instrumentation of a Road Tunnel Under Overburden Loading of a Four-Storied Building Structure, in Lonavla, Maharashtra, India -- 1 Introduction -- 1.1 The Problem: (See Fig. 1) -- 1.2 The Design Parameters -- 1.3 FEM Analysis -- 1.4 FEM Analysis Results -- 2 Monitoring and Instrumentation -- 2.1 Multi-Point Borehole Extensometer (Ref Fig. 6) -- 2.2 Pressure Cells: (Ref Fig. 7) -- 2.3 Bi-Reflex Targets: (Ref Fig. 8) -- 3 Instrumentation Readings -- 4 Project Site Photos -- 5 Conclusion -- Stability Assessment and Support Design of a Tunnel Excavation in Different Rock Mass Conditions -- 1 Introduction -- 2 Methodology -- 3 Results and Discussions -- 3.1 Cases: Without Any Support Measure -- 3.2 Case: With Support Measure -- 4 Conclusion -- References -- Tunnel Face Stability in the Soil Medium Under Collapse and Blowup Conditions -- 1 Introduction -- 2 Face Pressure Model -- 3 Derivation of Face Pressure for Collapse and Blowout Conditions -- 3.1 Collapse Condition -- 3.2 Blowout Condition -- 4 Validation of the Present Model with the Existing Model -- 5 Parametric Study -- 5.1 Cover-to-Diameter Ratio (C/D) -- 5.2 Friction Angle (φ) -- 5.3 Cohesion (c) -- 5.4 Tunnel Diameter (D) -- 5.5 Water Table Effect -- 6 Significance of the Present Study -- 7 Conclusions -- References -- Numerical Investigations on Strip Footing Near Vertical Cut Rockmass Cliff -- 1 Introduction -- 2 Problem Statement -- 3 FELA Model -- 3.1 Hoek and Brown Model and Input Parameters -- 3.2 Validation of FELA Model -- 4 Results and Discussion -- 5 Conclusions -- References -- Sensitivity Analysis of Stability of Rockmass Slope Using Finite Element Limit Analysis -- 1 Introduction -- 2 Finite Element Limit Analysis -- 2.1 FELA Model -- 2.2 Validation.
2.3 Sensitivity Analysis -- 3 Results and Discussion -- 3.1 Effect of Strength Parameters -- 3.2 Effect of Deformation Parameters -- 3.3 Effect of Geometrical Parameters -- 3.4 Spider and Tornado Representation -- 4 Conclusions -- References -- Influence of Weathering on Mechanical Behaviour of Garnetiferous Quartzo-Feldspathic Biotite Gneiss -- 1 Introduction -- 2 Experimental Work -- 2.1 Mineralogical Composition -- 3 Results and Discussion -- 3.1 Physical Properties -- 3.2 Mechanical Behaviour -- 3.3 Durability -- 4 Conclusions -- References -- Laboratory Assessment for Frictional and Joint Deformation Properties of Rock -- 1 Introduction -- 2 Experimental Work -- 2.1 Joint Normal Stiffness -- 3 Results and Discussion -- 3.1 Shear Behaviour of Joints -- 3.2 Normal Stiffness (kn) and Shear Stiffness (ks) of Joints -- 4 Conclusions -- References -- Analysis of Twin-Bored Tunnel Using Plaxis 3D for the Proposed Metro Rail at Coimbatore District -- 1 Introduction -- 1.1 General -- 1.2 Tunnel Boring Machine (TBM) -- 1.3 Study Area -- 1.4 Numerical Analysis -- 2 Geotechnical Details, Tunnel Parameters, Artificial Ground Motion, and 3D Model -- 2.1 Geotechnical Details -- 2.2 Tunnel Details -- 2.3 Artificial Ground Motion -- 3 Methodology -- 4 Results and Discussions -- 4.1 General -- 4.2 Displacement Characteristics -- 4.3 Stress Characteristics -- 4.4 Strain Characteristics -- 5 Conclusion -- References -- Influence of Density on the Dynamic Properties of Intact Rock Masses -- 1 Introduction -- 2 2. Materials and Methodology -- 2.1 Materials and Sample preparation -- 2.2 Testing Technique and Measurements of Dynamic Properties in Shear and Flexure -- 3 Measurement of Strain Amplitude for Shear and Flexure -- 4 Analysis and Discussions -- 4.1 Influence of Density on Static Unconfined Compressive Strength. 4.2 Influence of Density on the Dynamic Properties of Gypsum Plaster -- 4.3 Influence of Density on the Poisson's Ratio -- 4.4 Normalized Shear Modulus Reduction Curve -- 4.5 Dynamic Increase Factor -- 5 Conclusions -- References -- Brittle-Ductile Transition of Oil Shale -- 1 Introduction -- 2 Geology and Sample Preparation -- 3 Mineralogy and Physical Properties -- 4 Uniaxial and Triaxial Testing Equipment -- 5 Results and Discussions -- 5.1 Strength Behaviour -- 5.2 Brittle-Ductile Transition -- 6 Conclusions -- References -- Numerical Simulation Study on Detection of Subsurface Microcrack Using Active Infrared Thermography -- 1 Introduction -- 2 Simulation and Modelling -- 2.1 Model Geometry -- 2.2 Mesh Creation -- 2.3 Heat Transfer Simulation -- 3 Algorithm for Post-processing -- 4 Results and Discussions -- 4.1 Single-Pixel Profile -- 4.2 Effect of Crack Tilt Angle in the Detection Potential -- 5 Conclusions -- References -- Comparison of Joint Models Used for the Propagation of Shear Waves Across Jointed Rocks -- 1 Introduction -- 2 Laboratory Experiments Using Split Shear Plates -- 3 Numerical Simulation Using Three-Dimensional Distinct Element Code (3DEC) -- 4 Results and Discussions -- 4.1 Parametric Study Using Numerical Simulations -- 5 Conclusions -- References -- Time-Dependent Behaviour of Underground Openings in Rock Salt -- 1 Introduction -- 2 Numerical Simulation -- 2.1 FE Model -- 2.2 Modelling the Creep Behaviour -- 3 Parametric Study and Discussions -- 3.1 Effect of Time on Deformations -- 3.2 Effect of Overburden Depth -- 3.3 Effect of Aspect Ratio -- 3.4 Contour Plots -- 4 Conclusions -- References -- Mechanical Behaviour of Rocklike Material with an Open Flaw Under Triaxial Loading -- 1 Introduction -- 2 Experimental Study -- 2.1 Preparation of Rocklike Specimens -- 2.2 Testing Apparatus -- 3 Results and Discussion. 3.1 Stress-Strain Behaviour of Open-Flawed Rocklike Specimens Under Triaxial Compression -- 3.2 Influence of Confining Pressure on Triaxial Strength of Open-Flawed Rocklike Specimens -- 3.3 Failure of Open-Flawed Rocklike Specimens Under Triaxial Compression -- 4 Conclusions -- References -- An Explicit Finite Element Approach to TBM Disc Cutter-Induced Rock Fragmentation Simulation -- 1 Introduction -- 2 Failure Mechanism of Breaking Rock -- 3 Rock Fragmentation Modelling -- 3.1 Element Size -- 3.2 Contact and Detection -- 3.3 Fracture Initiation Criteria -- 3.4 Disc Cutter Advancing Speed -- 4 Single Disc Cutter Rock Fragmentation Process -- 5 Numerical Results and Discussion -- 6 Summary and Conclusion -- References -- Estimation of Compressive Strength of Rocks Using Non-destructive Testing Methods -- 1 Introduction -- 2 Sample Preparation and Testing -- 3 Results and Discussions -- 4 Conclusions -- References -- Performance of Sub-rectangular Tunnel Under Static and Dynamic Loading -- 1 Introduction -- 2 Literature Review -- 3 Numerical Analyses -- 4 Geometric Details of Tunnel Sections -- 5 Results and Discussion -- 6 Conclusions -- References -- Chronological and Mathematical Development of True Triaxial Failure Criteria of Brittle Rocks -- 1 Introduction -- 2 Review of Existing Stress-Based Criteria -- 2.1 Coulomb Criterion -- 2.2 Mohr-Coulomb Criterion -- 2.3 Griffith's Criterion -- 2.4 Nadai Criterion -- 2.5 Wiebols and Cook Criterion -- 2.6 Mogi Criterion -- 2.7 Hoek-Brown Criterion -- 2.8 Rao Criterion -- 2.9 Bresler-Pister Criteria -- 2.10 Johnson-Holmquist Model -- 2.11 Ottosen Criterion -- 2.12 Feng et al. Criterion -- 3 Review of Existing Strain-Based Criteria -- 3.1 Stacey Extension Strain Criterion -- 3.2 Sakurai Critical Strain Criterion -- 3.3 Fujii Critical Tensile Strain Criterion. 3.4 Kwasniewski and Takahashi Critical Strain Criterion -- 4 Comparative Studies of Stress Response of Rocks Under Polyaxial Stress Conditions -- 5 Discussion and Conclusion -- References -- Study on Influence of Fault Dip Angle on Tunnel Lining -- 1 Introduction -- 2 Finite Element Numerical Modelling -- 3 Results and Discussion -- 3.1 Analysis of Tunnel Lining Deformation for Different Dip Angles -- 3.2 Analysis of Axial Forces in Tunnel Lining Along the Length of the Tunnel for Different Dip Angles -- 3.3 Analysis of Bending Moments in Tunnel Lining Along the Length of the Tunnel for Different Dip Angles -- 4 Conclusion -- References -- Numerical Back Analyses of Time-Dependent Deformations of Tunnels in the Himalayas -- 1 Introduction -- 2 Study Area and Difficulties Encountered During Tunnelling -- 3 Numerical Simulation -- 3.1 Visco-Elastic Perfectly Plastic Model -- 3.2 Numerical Model -- 4 Results and Discussions -- 5 Conclusions -- References -- Engineering Geological Investigations and Assessments of Support System of Delivery Mains of Package-6 of Kaleshwaram Lift Irrigation Scheme, Telangana State, India -- 1 Introduction -- 2 Project Site Location -- 3 Regional and Project Site Geology -- 4 Engineering Geological Investigations of Delivery Mains -- 5 Excavation Methodology and Challenges -- 6 Rock Mass Classification Systems -- 7 Assessment of Rock Support Design Using RMR and Q Systems -- 8 Conclusion -- References -- Evaluation of Properties of Shotcrete Material for Underground Cavern for Hydro Power Project -- 1 Introduction -- 2 Specimen Details -- 2.1 Shotcrete Beam Specimens -- 2.2 Steel Fibers -- 3 Material Test System -- 3.1 Sample 40/A -- 3.2 Sample 50/B -- 3.3 Sample 30/C -- 3.4 MTS Bend Test Fixture -- 3.5 Analysis of Load-Deflection Curve -- 3.6 Calculation -- 3.7 Calculation for I5, I10, I20 -- 3.8 Properties. 4 Conclusions. |
| Record Nr. | UNINA-9910874685003321 |
Jose Babu T
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| Singapore : , : Springer Singapore Pte. Limited, , 2024 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
Proceedings of the Indian Geotechnical Conference 2022 Volume 6 : Geotechnics: Learning, Evaluation, Analysis and Practice (GEOLEAP)
| Proceedings of the Indian Geotechnical Conference 2022 Volume 6 : Geotechnics: Learning, Evaluation, Analysis and Practice (GEOLEAP) |
| Autore | Jose Babu T |
| Edizione | [1st ed.] |
| Pubbl/distr/stampa | Singapore : , : Springer, , 2024 |
| Descrizione fisica | 1 online resource (400 pages) |
| Altri autori (Persone) |
SahooDipak Kumar
OommenThomas MuthukkumaranKasinathan ChandrakaranS Santhosh KumarT. G |
| Collana | Lecture Notes in Civil Engineering Series |
| ISBN | 9789819733934 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto |
Intro -- Preface -- Contents -- About the Editors -- Slope Stability, Landslides and Liquefaction -- Slope Repairing Methodologies in Railway Embankment -- 1 Introduction -- 2 Site Location -- 3 Identified Problems -- 4 Fills Conditions -- 5 Methodology Adopted -- 6 Suggested Solutions -- 7 Slope Stability Analysis -- 8 Suggestive Measures on Vegetations -- 9 Conclusions -- References -- Rainfall-Induced Landslide Hazard Analysis of Noonmati-Sunsali Hill Series in Guwahati City, Assam: A Physically-Based Model Approach -- 1 Introduction -- 2 Study Area: Noonmati-Sunsali Hill Series, Guwahati City -- 2.1 Geographical and Geological Setting -- 2.2 Climatic Setting -- 3 Characteristics of Hillslope Materials -- 4 Physically Based Model: TRIGRS -- 4.1 TRIGRS Simulation and Its Input Parameters -- 5 Intensity-Duration-Frequency of Rainfall Events -- 6 Results and Discussions -- 7 Conclusions -- References -- Review of Experimental Studies on Rainfall-Induced Landslide Using the Laboratory Flume Technique -- 1 Introduction -- 1.1 General -- 1.2 History -- 2 Instrumentation -- 3 Future Scope -- 4 Conclusion -- References -- Landslide Simulations and Stability Assessment of Puthumala Hill Soil Slope in the Meppady Region of Wayanad in Kerala -- 1 Introduction -- 2 Description of the Study Area -- 3 Landslide Simulation Using LS-Rapid Software -- 3.1 Rainfall-Induced Landslide Simulation -- 3.2 Seismically Induced Landslide Simulation -- 4 Slope Stability Assessment -- 4.1 Mitigation Measures -- 5 Summary and Conclusions -- References -- Prediction of Liquefaction Probability Based on Simplified and Ground Response Analysis Method -- 1 Introduction -- 2 Geotechnical Investigation -- 3 Evaluation of Soil Liquefaction -- 4 Results and Discussion -- 5 Conclusions -- References.
Analysis of Liquefaction and Its Mitigation for Soil Under Open Foundation of Structure-A Case Study of Road Project in West Bengal, India -- 1 Introduction -- 2 Geotechnical Investigation and Subsurface Stratifications -- 2.1 Regional Geology of Project Area -- 2.2 Seismic Condition of the Project Road -- 2.3 Location of Ground Water Table (GWT) -- 2.4 Subsurface Stratifications -- 3 Liquefaction of Soil and Its Post-occurrence Effects -- 3.1 Introduction to Liquefaction of Soil -- 3.2 Factors Affecting Liquefaction Susceptibility of Soil -- 3.3 Evaluation of Liquefaction Potential of Soil -- 3.4 Evaluation of Anticipated Liquefaction-Induced Ground Deformation -- 4 Ground Treatment for Liquefaction Mitigations of Soils -- 4.1 Densification Method of Ground Treatment -- 4.2 Assessment of Anticipated Liquefaction Potential and Its Post-occurrence Effect for Treated Foundation Soil -- 5 Summary -- References -- Evaluation of Equivalent Peak Load for a Plant Species Using Root Perpendicular Model and Fiber Bundle Model -- 1 Introduction -- 2 Methodology -- 2.1 Root Architectural Characteristics -- 2.2 Root Mechanical Testing -- 2.3 Root Reinforcement -- 3 Results -- 3.1 Root Characteristics -- 3.2 Equivalent Load Contribution from Different Reinforcement Models -- 4 Discussion -- 5 Conclusion -- References -- Analysis of Slope Stability Using SLOPE/W Software -- 1 Introduction -- 2 Study Area -- 3 Objectives of the Study -- 4 Literature Review -- 5 Laboratory Investigation -- 6 Numerical Assessment of Slope Stability -- 6.1 Model Validation -- 6.2 Slope Stability Analysis Using SLOPE/W -- 6.3 Results and Discussion -- 7 Conclusion -- References -- Rockfall Hazard in Himalayan Region: Assessment and Review of Trajectory Analysis Parameters for Mitigation Strategies -- 1 Introduction -- 2 Methodology -- 3 Rockfall Trajectory Input and Output Data. 3.1 Area of Investigation -- 3.2 Rockfall Data -- 4 Mitigation Measure -- 4.1 RPE Design Steps -- 5 Summary -- References -- Stability Analyses of Alluvial Riverbanks of Majuli Island, Upper Assam, India -- 1 Introduction -- 2 Materials and Methodology -- 2.1 Materials Used -- 2.2 Methodology -- 3 Result and Discussions -- 3.1 Stability Calculation for the Riverbanks Taking FOS = 1.25 -- 4 Conclusions -- References -- Slope Stability Analysis of Landslide Susceptible Areas-A Study in the Western Ghats, Kerala -- 1 Introduction -- 2 Materials and Methods -- 3 Results and Discussions -- 4 Conclusion -- References -- Liquefaction Analysis of Soil Profile Underneath the Multi-storey Building -- 1 Introduction -- 1.1 Soil Liquefaction -- 2 Numerical Modelling and Analysis -- 2.1 Material Models and Input Parameters -- 2.2 Meshing and Boundary Conditions -- 2.3 Liquefaction Susceptibility of Soil Profile with and Without Building Structure -- 2.4 Peak Ground Acceleration -- 2.5 Density of Liquefiable Sand Layer -- 2.6 Depth of Liquefiable Sand Layer -- 3 Conclusions -- References -- Mitigation of Micro and Macro-Landslides-A Case Study -- 1 Introduction -- 1.1 Mitigation of the Hazards of Landslide on Humans -- 1.2 Effect of Landslide on Human Beings -- 2 Landslides in Study Area (Kodagu District, Karnataka) -- 2.1 Upshot for Landslides in Kodagu District -- 3 Reasons Behind Disaster in Kodagu -- 3.1 To Enhance Tourism Growth and Infrastructure Development Increase in Deforestation -- 3.2 Unauthorized Mining Activities -- 3.3 Massive Deforestation in Kodagu -- 3.4 Rise in Water Level -- 3.5 Setting Up of Massive Ponds -- 3.6 Reducing Vegetation Along Slopes -- 3.7 Minor Earthquake in Some Regions -- 3.8 Construction of Road in Unscientific Manner -- 4 Study Area -- 5 Method -- 5.1 Soil Parameters Adopted for This Study -- 5.2 Stability Analysis. 6 Result Analysis -- 6.1 Mitigative Measures -- 7 Conclusion -- 7.1 Recommendations -- References -- Glacial Lake Outburst Floods: A Review of Events, Causes, and Impact -- 1 Introduction -- 2 Glacial Lakes and GLOFs -- 2.1 Methodologies -- 2.2 Empirical Equations for Discharge Estimation and Stability of Moraine Dams -- 3 Estimation of Peak Discharge of Reported Cases -- 4 Concluding Remarks -- References -- Hydrological Modification of Laterite Soil Considering Root Soil Interaction -- 1 Introduction -- 2 Objectives -- 3 Materials and Methodology -- 4 Results and Discussion -- 4.1 Variation of Root Biomass with Plant Age -- 4.2 Effect of Roots on SWRC -- 4.3 Effect of Plant Roots on Porosity and Permeability -- 5 Conclusion -- References -- Rehabilitation of a Distressed Vertical Cut in Lateritic Soil -- 1 Introduction -- 2 Delayed Failure in Laterite Cuts -- 3 Hydrology and Slope Failures -- 4 Stability of Cuts and Natural Slopes -- 5 Failure of the Vertical Cut Slope -- 6 Subsoil Conditions -- 7 Rehabilitation Proposal -- 8 Numerical Simulation and Stability Analysis -- 9 Closure -- References -- A Preliminary Experimental Study of Mitigating Coastal Erosion by Microbially Induced Carbonate Precipitation (MICP) Using Laboratory Microcosm -- 1 Introduction -- 2 Materials -- 2.1 Soil -- 2.2 Bacteria Culturing -- 2.3 Cementation Solution -- 3 Methodology -- 3.1 Beach Slope Samples -- 3.2 Method of Treatment Adopted -- 3.3 Method for Erosion Tests -- 4 Results and Discussions -- 4.1 Shear Strength -- 4.2 Erosion Tests -- 5 Conclusions -- References -- Evaluation of Liquefaction Potential of Sandy Soil from Cyclic Simple Shear Test-A Case Study -- 1 Introduction -- 2 General Concept of Ground Shaking -- 3 Cyclic Simple Shear Device -- 3.1 Importance of Cyclic Simple Shear Device -- 3.2 Test Operation -- 3.3 Limitation of Cyclic Simple Shear Device. 4 Factors Affecting Liquefaction -- 5 Various Methods to Assess Liquefaction Potential -- 6 Methodology Adopted to Evaluate Liquefaction Potential -- 7 Case Study of Shahpurkandi Dam Project, Punjab -- 7.1 Laboratory Investigation -- 7.2 Assessment of Liquefaction Potential Based on DBE -- 7.3 Assessing Liquefaction Based on Zone Factor -- 8 Conclusion -- References -- Landslide Risk Assessment and Mitigation-Kottayam-Kumili Road Case Study -- 1 Introduction -- 2 Study Area -- 3 Geospatial Data -- 4 Land Use Map -- 5 Slope Map -- 6 Relative Relief -- 7 Drainage Map -- 8 Landslide Hazard Zonation Map -- 9 Experimental Results -- 10 Stability Analysis -- 11 Design of Micropile -- 12 Stability Analysis with Piles -- 13 Conclusion -- References -- Comparison of 2D and 3D Slope Stability Analysis Using Limit Equilibrium Method -- 1 Introduction -- 2 Methodology -- 2.1 2D and 3D Slope Geometric Design -- 2.2 2D Formulation of Bishop Simplified Analysis -- 2.3 3D Formulation of Bishop Simplified Analysis -- 3 Results and Discussion -- 3.1 Comparative Study of Homogeneous Soil for 2D and 3D Slope Stability Analysis -- 4 Conclusions -- References -- Probabilistic Evaluation of Liquefaction Potential Using Multivariate Adaptive Regression Splines -- 1 Introduction -- 2 Comparison of Factor of Safety Determined Using Different Methods -- 3 Development of MARS Model and Reliability Studies -- 3.1 Study Area and Datasets Selected for Liquefaction Analysis -- 3.2 Effect of Soil Plasticity Against Liquefaction -- 3.3 Reliability Analysis Based on the Developed MARS Model -- 3.4 Probabilistic Sensitivity Analyses of the Random Variables -- 4 Conclusions -- References -- Slope Stability and Damming Probability Assessment of a Recurrent Landslide in Garhwal Himalayas -- 1 Introduction -- 2 Study Area -- 3 Methodology -- 3.1 Rock Mass Classification System. 3.2 Numerical Simulation. |
| Record Nr. | UNINA-9910874690603321 |
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Jose Babu T
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| Singapore : , : Springer, , 2024 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
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Soil Behavior and Characterization of Geomaterials : Proceedings of Indian Geotechnical Conference 2021 Volume 1 / / edited by Kasinathan Muthukkumaran, Ravi Sankar Jakka, C. R. Parthasarathy, B. Soundara
| Soil Behavior and Characterization of Geomaterials : Proceedings of Indian Geotechnical Conference 2021 Volume 1 / / edited by Kasinathan Muthukkumaran, Ravi Sankar Jakka, C. R. Parthasarathy, B. Soundara |
| Edizione | [1st ed. 2023.] |
| Pubbl/distr/stampa | Singapore : , : Springer Nature Singapore : , : Imprint : Springer, , 2023 |
| Descrizione fisica | 1 online resource (367 pages) |
| Disciplina | 624.15136 |
| Collana | Lecture Notes in Civil Engineering |
| Soggetto topico |
Engineering geology
Building materials Geotechnical engineering Geoengineering Building Materials Geotechnical Engineering and Applied Earth Sciences |
| ISBN | 981-19-6513-7 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto | Chapter 1. Characteristic properties of natural aggregate incorporated fibre reinforced compressed earth blocks -- Chapter 2. Soil Contamination Level in Cauvery Delta Region through Machine learning and GIS Techniques -- Chapter 3. Chemical And Mineralogical Evaluation of Soils For Their Suitability In Geotechnical Application -- Chapter 4. Prediction of Suitable Percentage of Waste Materials for Improving Geotechnical Properties of Black Cotton Soil using AI Approaches -- Chapter 5. Effect of sample disturbance on compressibility parameters -- Chapter 6. A Critical Review on Potential Use of Iron Ore Tailings as Structural Fill Material -- Chapter 7. New Correlation System for Compressibility and Expansivity of Clays -- Chapter 8. Analysis of Particle Breakage for Blasted Rockfill Material under Large Size Triaxial Testing -- Chapter 9. Elemental Assessment of Pond Ash for Evaluating Its Application as a Subbase Material for Hardstand Construction -- Chapter 10. Effect of Moisture Content on the Shear Strength Parameters -- Chapter 11. Compaction Characteristics of Fiber Reinforced Expansive Soils – Plasticity Approach -- Chapter 12. Parametric Study on Compaction Characteristics of Clay Sand Mixtures -- Chapter 13. Electrical Resistivity Based Characterization of Geotechnical Properties of Mine Tailing -- Chapter 14. Geotechnical Properties of Soil Stabilized with Urea Formaldehyde Polymer -- Chapter 15. Effect of Remolding Water Content on Hydraulic Response of a Compacted Expansive Soil -- Chapter 16. GIS mapping and geostatistical analysis of dredged soil properties of Mangalam reservoir -- Chapter 17. Correlating Relative Density and Particle Distribution at Specific Compaction Energy of Cohesionless Soil in Ahmedabad Region -- Chapter 18. Geotechnical and Geophysical Characterization – Case Study of a Site with Steeply Dipping Rock -- Chapter 19. A Parametric study of the Yield of Ring Well – A Practical Approach -- Chapter 20. Using lab electrical resistivity testing to estimate geotechnical properties of some Bhubaneswar region soils -- Chapter 21. Geotechnical Investigations of Blended Borrow Area Materials for Suitability of Construction of Core for Proposed Earthen Dam -- Chapter 22. Experimental Investigation on Effect of Soil Consistency on Pullout Behavior of Plate Anchors in Reinforced Clay -- Chapter 23. Geotechnical & Geophysical Characterization of Vado-dara Region, Gujarat, India -- Chapter 24. Intelligent Assessment of Axial capacity of Pipe Piles using High Strain Dynamic Pile Load Tests in Offshore Environment -- Chapter 25. Sinkholes: Trigger, Development and Subsidence – A Review -- Chapter 26. Parametric Studies on Skirted Foundation Resting on Sandy Soil -- Chapter 27. Development of Foundation Suitability Maps for South Chennai using GIS -- Chapter 28. A Review on The Evaluation of Soil Liquefaction Potential Using Geospatial Technology -- Chapter 29. Reuse of demolished old brick powder in brick making -- Chapter 30. Cycle Time Analysis and optimization of resources, cost and time involved in marine piling construction -- Chapter 31. Modelling Soil Water Retention Curve for Cohesive Soil Using Artificial Neural Network -- Chapter 32. A Comparative study of undrained shear strength of offshore cohesive soils by different methods. |
| Record Nr. | UNINA-9910633933803321 |
| Singapore : , : Springer Nature Singapore : , : Imprint : Springer, , 2023 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
Soil Dynamics, Earthquake and Computational Geotechnical Engineering : Proceedings of the Indian Geotechnical Conference 2021 Volume 5 / / edited by Kasinathan Muthukkumaran, R. Ayothiraman, Sreevalsa Kolathayar
| Soil Dynamics, Earthquake and Computational Geotechnical Engineering : Proceedings of the Indian Geotechnical Conference 2021 Volume 5 / / edited by Kasinathan Muthukkumaran, R. Ayothiraman, Sreevalsa Kolathayar |
| Edizione | [1st ed. 2023.] |
| Pubbl/distr/stampa | Singapore : , : Springer Nature Singapore : , : Imprint : Springer, , 2023 |
| Descrizione fisica | 1 online resource (576 pages) |
| Disciplina | 624.1762 |
| Collana | Lecture Notes in Civil Engineering |
| Soggetto topico |
Engineering geology
Building materials Geotechnical engineering Geoengineering Building Materials Geotechnical Engineering and Applied Earth Sciences |
| ISBN | 981-19-6998-1 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto | Chapter 1. Evaluation of Compactive Parameters of Soil using Machine Learning -- Chapter 2. Numerical Study of Tapered Pile Subjected to Cyclic Loading -- Chapter 3. Seepage Analysis of Resilient Rubble Mound Breakwater Under Tsunami Overflow: Numerical Analysis -- Chapter 4. Analytical and Numerical Modelling of Combined Pile-Raft Foundation for Tall Wind Turbine in Various Soils -- Chapter 5. Prediction of Strength Parameters of Fiber Reinforced Soil Using Machine Learning Algorithms -- Chapter 6. Hydraulic Conductivity of Fly Ash - Bentonite Mixture Exposed To Salt Solutions: Ann Model And Sensitivity Analysis -- Chapter 7. Influence of Inclined Loads on the Behavior of Piles – A Numerical Study -- Chapter 8. 3D Numerical Analysis of Screw Pile Subjected to Axial Compressive and Lateral Load -- Chapter 9. Finite Element Modelling of Laboratory One Dimensional Consolidation of Soft Clays -- Chapter 10. Numerical Study on Uplift Capacity Of Helical Pile Embedded In Homogeneous And Layered Soil -- Chapter 11. Simplified Plane Strain Consolidation Modeling of Stone Column -- Chapter 12. Lateral Displacements of Soft Ground Treated with PVD’s under Embankment Loading -- Chapter 13. Sensitivity Study of the Pressure-dependent Soil Model Based on the Abutment-Backfill Pushover Behaviour -- Chapter 14. Behavior of Skirted Foundation under Different Loading Conditions using FEM Approach -- Chapter 15. Numerical Modelling for Prediction of Ground Subsidence over Room and Pillar Mining in an Underground Coal Seam. etc. |
| Record Nr. | UNINA-9910637715903321 |
| Singapore : , : Springer Nature Singapore : , : Imprint : Springer, , 2023 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
Transportation and Environmental Geotechnics : Proceedings of the Indian Geotechnical Conference 2021 Volume 4 / / edited by Kasinathan Muthukkumaran, Deendayal Rathod, Evangelin Ramani Sujatha, M. Muthukumar
| Transportation and Environmental Geotechnics : Proceedings of the Indian Geotechnical Conference 2021 Volume 4 / / edited by Kasinathan Muthukkumaran, Deendayal Rathod, Evangelin Ramani Sujatha, M. Muthukumar |
| Edizione | [1st ed. 2023.] |
| Pubbl/distr/stampa | Singapore : , : Springer Nature Singapore : , : Imprint : Springer, , 2023 |
| Descrizione fisica | 1 online resource (382 pages) |
| Disciplina | 304.2 |
| Collana | Lecture Notes in Civil Engineering |
| Soggetto topico |
Transportation engineering
Traffic engineering Environmental engineering Civil engineering Engineering geology Transportation Technology and Traffic Engineering Environmental Civil Engineering Geoengineering |
| ISBN | 981-19-6774-1 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto | Chapter 1. Study of Bearing Capacity of Shallow Foundation on Bamboo Geotextile Reinforced Clayey Bed -- Chapter 2. Strip Footing on Reinforced Granular Bed using Geo- grid and Bearing Reinforcement -- Chapter 3. Geosynthetics – Past findings, Present trends, and future prospects in Road pavements -- Chapter 4. Modeling and Analysis of Back-to-back Walls with combined Wrap around and Full-Height Rigid Facing for High-Speed Rail Applications -- Chapter 5. Influence of Conductive Jute Geotextile -Encased Stone Column in Soft Clay -- Chapter 6. Simulation of Geosynthetic Encased Stone Column under Embankment Loading in Soft Clay -- Chapter 7. Improvement of Railway Embankment Formation by laying Geogrid beneath ballast Bed - A Case Study -- Chapter 8. Review on the application of Geosynthetic for ground improvement -- Chapter 9. Coconut Tree Roots As Natural Geosynthetics -- Chapter 10. Experimental and Numerical Study on California Bearing Ratio for Two-Layer Soil Systems -- Chapter 11. Strength & Durability Characteristics of Cement Treated Soil for its Application in Sub-Base & Base Course of Flexible Pavements -- Chapter 12. Evaluation of Pond ash mixed with Coir as a Pavement Material -- Chapter 13. Effect of Soil Properties on the Rutting Performance of Flexible Pavement: A Numerical Study -- Chapter 14. Feasibility of Utilizing MSW Incinerated Bottom Ash for Subgrade & Sub-base Applications in Flexible Pavements -- Chapter 15. Influence of Existing Ganga Sand on Subgrade Characteristics of Rural Road in South Bengal Districts -- Chapter 16. Relationship between Index Properties & CBR of Soil and Prediction of CBR -- Chapter 17. Numerical Evaluation of Performance of the Geosynthetic Reinforced Walls with Poorly Graded Reinforced Fill -- Chapter 18. Life cycle assessment for the management of municipal solid waste in Indian cities -- Chapter 19. A Review on Removal of Heavy Metals From Contaminated Soils By Phytoremediation -- Chapter 20. Investigation of soil characteristics in and around the open dump site near Sathyamangalam town in Erode District -- Chapter 21. Experimental and Numerical Studies on Usage of Soil- Bentonite Mixture as Clay Liner in Engineered Landfill -- Chapter 22. Correlation of Rheological Properties with Slump and Undrained Shear Strength of Bauxite Residue -- Chapter 23. Utilisation of Red Mud (Bauxite Residue) in Environmental and Geotechnical Engineering Applications - An Overview -- Chapter 24. Assessment of Using Soil Sized Material from Construction & Demolition Waste as an Earthfill -- Chapter 25. A Study on Pore Size Distribution of Compacted Expansive soils -- Chapter 26. Stabilized Soil as A Sustainable Construction Material Using The Rammed Earth Technique -- Chapter 27. Assessment of Adsorptive removal of Naphthalene through Constructed Wetland using Physical and Numerical Modeling -- Chapter 28. Study of Soil Erosion Process in Laboratory Flume Experiments -- Chapter 29. Influence of Biochar Particle Size Fractions on Thermal Properties of Biochar-Amended Soil -- Chapter 30. Experimental Study on Volumetri Shrinkage Behaviour of Indian Clays -- Chapter 31. Thermo-mechanical Behavior of geothermal Energy Pile in Indian sand -- Chapter 32. A Review on Use of Biochar for Remediation of Heavy Metal Polluted Soils -- Chapter 33. Influence of Slope Geometry and Decomposition Time- Age on Stability of Bioreactor Landfills – Numerical Analyses -- Chapter 34. Interfacial Mechanical Properties and Microstructural properties of lead contaminated soil -- Chapter 35. Impact of Aquaculture Solid Waste on Environment in the Delta Region of Andhra Pradesh: A Case Study -- Chapter 36. Performance of permeable reactive barrier by using rubber particles -- Chapter 37. Influence of Freezing-Thawing Cycles on Biotreated Sand using MICP. . |
| Record Nr. | UNINA-9910634043603321 |
| Singapore : , : Springer Nature Singapore : , : Imprint : Springer, , 2023 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||