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ویرایش: 1st ed. 2022 نویسندگان: Awdhesh Kumar Choudhary (editor), Somenath Mondal (editor), Subhadeep Metya (editor), G. L. Sivakumar Babu (editor) سری: ISBN (شابک) : 9811619921, 9789811619922 ناشر: Springer سال نشر: 2021 تعداد صفحات: 336 زبان: English فرمت فایل : PDF (درصورت درخواست کاربر به PDF، EPUB یا AZW3 تبدیل می شود) حجم فایل: 9 مگابایت
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در صورت تبدیل فایل کتاب Advances in Geo-Science and Geo-Structures: Select Proceedings of GSGS 2020: 154 (Lecture Notes in Civil Engineering, 154) به فرمت های PDF، EPUB، AZW3، MOBI و یا DJVU می توانید به پشتیبان اطلاع دهید تا فایل مورد نظر را تبدیل نمایند.
توجه داشته باشید کتاب پیشرفتها در علوم زمین و ساختارهای جغرافیایی: مجموعه مقالات GSGS 2020: 154 (یادداشتهای سخنرانی در مهندسی عمران، 154) نسخه زبان اصلی می باشد و کتاب ترجمه شده به فارسی نمی باشد. وبسایت اینترنشنال لایبرری ارائه دهنده کتاب های زبان اصلی می باشد و هیچ گونه کتاب ترجمه شده یا نوشته شده به فارسی را ارائه نمی دهد.
این کتاب مجموعه مقالات منتخب کنفرانس ملی علوم زمین و ساختارهای جغرافیایی (GSGS 2020) را ارائه میکند. راه حل های پایدار برای چالش های مختلف در زمینه مهندسی ژئوتکنیک ارائه می دهد. موضوعات ارائه شده شامل خصوصیات پیشرفته برای مطالعه رفتار ژئومواد، پی های کم عمق و عمیق از جمله تونل سازی، استفاده از ژئوسنتتیک و سایر مواد تقویت کننده خاک در به حداقل رساندن شکست های شیب و لغزش، دینامیک خاک و پی و ارتباط آن با ژئوتکنیک انرژی، ژئوتکنیک حمل و نقل است. و ژئوتکنیک فراساحلی. این کتاب بیشتر جنبههای مختلف تکنیکهای بهسازی زمین را با ترکیب استفاده از محصولات جانبی صنعتی، تحلیلهای پزشکی قانونی سازههای زمین، ابزار دقیق و تکنیکهای سنجش در مهندسی ژئوتکنیک و مسائل مرتبط با مهندسی ژئومحیطزیست برجسته میکند. این کتاب مرجع ارزشمندی برای محققان، دانشگاهیان، پزشکان و سیاست گذاران نوپا خواهد بود که به شیوه های پایدار مرتبط با مهندسی ژئوتکنیک و حوزه های مرتبط علاقه مند هستند.
This book presents select proceedings of the National conference on Geo-Science and Geo-Structures (GSGS 2020). It provides sustainable solutions to various challenges encountered in the field of geotechnical engineering. The topics presented include advanced characterization to study the behavior of geomaterials, shallow and deep foundations including tunneling, use of geosynthetics and other soil reinforcing materials in minimizing slope failures and landslides, dynamics of soils and foundations, and its connection with energy geotechnics, transportation geotechnics, and offshore geotechnics. The book further highlights various aspects of ground improvement techniques by incorporating the use of industrial by-products, forensic analyses of geo-structures, instrumentation and sensing techniques in geotechnical engineering and issues associated with geo-environmental engineering. The book will be a valuable reference for budding researchers, academicians, practitioners and policymakers interested in sustainable practices associated with geotechnical engineering and related domains.
Preface Contents About the Editors Estimation of Landfill Settlement Using Different Models 1 Introduction 1.1 Settlement Estimation Methods for MSW Landfills 2 Methodology 3 Results 4 Conclusions References Prediction of Liquefaction Using Reliability-Based Regression Analysis 1 Introduction 2 Methodology 2.1 Idriss and Boulanger [6] Method 2.2 Multiple Regression Analysis: 2.3 Reliability Analysis 3 Result and Discussion 4 Conclusion References Modeling of Consolidation Considering Coupled Soil-Fluid Interaction 1 Introduction 2 Finite Element Formulation 3 Validation 4 Result and Discussion 5 Conclusion References Comparative Assessment of Kurukshetra City Waste Dumping Sites Using RIAM Analysis: A Case Study 1 Introduction 2 Methodology 2.1 Collection of Baseline Data 2.2 RIAM 2.3 Analysis Using Rapid Impact Assessment Matrix 3 Result and Discussions 4 Conclusion References Effect of Soil Structure Interaction on Seismic Response of Buildings 1 Introduction 2 Idealization of the System 2.1 Structural Idealization 2.2 Idealization of Soil Continuing Medium 3 Methodology 3.1 Estimation of Seismic Design Force by Static Analysis Using Equivalent Static Force Method 3.2 Modeling in E.TAB 2016 Software 4 Result and Analysis 5 Importance of Soil Structure Interaction 6 Conclusion References Bamboo Strips as Eco-friendly Soil Reinforcement Material 1 Introduction 2 Materials and Methodology 2.1 Soil (Saraikela Kharswana, Jharkhand) 2.2 Bamboo 2.3 Experimental Work 3 Results and Discussion 3.1 Effect on CBR Value of Soil With or Without Bamboo Strips 4 Conclusion References Assessment of the Geotechnical Properties of Red Earth Stabilized Using Quarry Dust and Cement 1 Introduction 2 Materials 3 Methodology 4 Results and Discussion 4.1 Stabilization of Soil with QD 4.2 Stabilization of Soil with Optimum QD and Cement 5 Conclusion References Improvement in the Properties of Red Soil Using Granulated Blast Furnace Slag 1 Introduction 2 Materials 3 Methodology 4 Results and Discussions 4.1 Effect of GBFS on Index Properties of Red Soil 4.2 Effect of GBFS on Unconfined Compressive Strength of Red Soil 4.3 Effect of GBFS on Shear Strength Parameters of Red Soil 5 Conclusion References Strength and Impact of Rice Husk Ash on Expansive Soil by Using Soil Stabilization 1 Introduction 1.1 Soil Stabilization 2 Materials and Methodology 2.1 Black Cotton Soil 2.2 Rice Husk Ash 3 Results 4 Conclusions References Improvement of Geotechnical Properties of Fine-Grained Soil by Using Lime and Guwahati Municipal Solid Waste Ash 1 Introduction 1.1 Objective of the Work 1.2 Literature Review 1.3 Need of Present Work 2 Material and Methods 2.1 Materials 2.2 Methods 3 Results and Discussion 3.1 Compaction Behavior 3.2 Plasticity Behavior 3.3 Strength Behavior 4 Conclusions References Numerical Modeling of Soil-Nailed Slope Using Drucker–Prager Model 1 Introduction 2 Numerical Modeling 3 Results and Discussion 4 Conclusion References Winkler’s Based Parametric Analysis of Unplugged Short Pipe Pile 1 Introduction 2 Analysis of Proposed Foundation 3 Result and Discussion 4 Conclusion References Study of Geotechnical Characteristics of Frost-affected Soil Stabilized with Cement and Wood Ash 1 Introduction 2 Materials 3 Results and Discussion 3.1 Study of Soil–cement Mixes Behavior 3.2 Study of Soil–wood Ash Mixes Behavior 3.3 Study of Soil–cement–wood Ash Mixes Behavior 3.4 Effect of Freezing–thawing on Permeability 3.5 Effect of Freezing–thawing and Unconfined Compressive Strength (UCS) 4 Conclusions References Improvement of Strength Behaviour of Fly Ash and Cement Stabilized Soil with Glass Fibre Reinforcement 1 Introduction 2 Experimental Programme 2.1 Materials 3 Results and Discussions 3.1 Compaction Behaviour of Soil, Cement and Fly Ash Mixes 3.2 Deviatoric Stress Behaviour of Soil-Fly Ash–Cement Mixed Specimens 3.3 Shear Strength Parameters of the Soil 4 Conclusions References Indigenous Circular Shape Tamper for Dynamic Compaction 1 Introduction 2 Literature Review 3 Experimental Program 3.1 Tamper Specification 3.2 Height of Drop 3.3 Grid Spacing 3.4 Site Characterization and Subsoil Condition 4 Methodology 5 Result and Discussion 5.1 Effect of Dynamic Compaction on Cone Tip Resistance 5.2 Effect of Dynamic Compaction on Frictional Resistance of Cone 5.3 Effect of Dynamic Compaction on the Frictional Ratio 6 Conclusion References Numerical Modeling of Centrifuge Experiment on Vacuum Consolidation of Soft Clay 1 Introduction 2 Constitutive Model and Material Parameters 3 FE Modeling of Centrifuge Test 3.1 Finite Element Mesh 3.2 Boundary Conditions 3.3 Effect of Unit Weight of Pore Water 3.4 Effect of Density and Initial Void Ratio of Clay 3.5 Effect of Permeability of Clay 4 Effect of Boundary Conditions on Behavior of FE Model 4.1 Results and Discussion 5 Conclusion References Deterministic and Probabilistic Analysis of Effects of Fibre Reinforcement on Strength and Deformation of Soil—A State-of-the-Art Review 1 Introduction 2 Literature Review 2.1 Deterministic Approach 2.2 Probabilistic Approach 3 Conclusion References Stability Prediction of a Two-Layered Soil Slope 1 Introduction 2 Methodology 3 Results and Discussions 3.1 Multiple Linear Regression (MLR) 3.2 Multiple Nonlinear Regression (MNLR) 3.3 Artificial Neural Network (ANN) 3.4 Design Charts 4 Conclusions References The Relevance of Expanded Polystyrene Beads for Ground Improvement: A Review 1 Introduction 2 Characterization of Material 3 Experimental Studies 4 Numerical Studies 4.1 Graphical Analysis 4.2 Software Analysis 5 Field Tests 6 Conclusions References An Overview of Fiber-Reinforced Cemented Soil for Enhancing the Mechanical Properties of the Soil 1 Introduction 2 Literature Review 3 Case Studies 3.1 Polypropylene (PP) Fibers 3.2 Polyvinyl Alcohol (PVA) Fibers 3.3 Polyethylene (PE) Fibers 3.4 Polyester (PET) Fibers 4 Conclusion References Potential Use of Construction and Demolition Recycled Wastes in Geosynthetic-Reinforced Structures 1 Introduction 2 Requirements of a Suitable Backfill Material Used in Geosynthetic-Reinforced Structures 3 Experimental Investigations on the Performance of C&D Wastes When Used as Backfill Materials 4 Conclusion References A Study on Geotechnical Characteristics of Black Cotton Soil Treated with Red Mud and GGBS 1 Introduction 2 Experimental Study 2.1 Materials 2.2 Methodology 3 Results and Discussion 3.1 Particle Size Distribution 3.2 Variation in Free Swell Index due to Addition of Red Mud and GGBS 3.3 Variation in Compaction Test Result due to Addition of Red Mud and GGBS 3.4 Variation in CBR Test Result due to Addition of Red Mud and GGBS 4 Conclusions References Finite Element Analysis of Buried Pipe in Soil Slope 1 Introduction 2 Numerical Analysis 2.1 Materials to be Modeled 2.2 Details of Numerical Model 3 Result and Discussion 3.1 Variation in Bearing Capacity of Footing due to Change in Slope Angle 3.2 Influence of Footing Distance from the Slope Crest on Bearing Capacity of Footing 3.3 Influence on Bearing Capacity After Installation of Pipe in Slope 4 Conclusions References Determination of Lateral Load Carrying Capacity of Pile Group Located Near Contaminated Sand Slope Using Plaxis 3D 1 Introduction 2 Model Preparation 3 Results and Discussion 3.1 Impact of Oil Content and L/D Ratio 3.2 Impact of Spacing 3.3 Impact on LCR 3.4 Impact of Sand Slope 4 Conclusions References Use of Waste Plastic Bottle as a Geocell for Ground Improvement: A Review 1 Introduction 2 Characterization of Material 3 Experimental Studies on Conventional Geocell 3.1 Experimental Studies on WPBG 3.2 Experimental and Numerical Studies on WPBG 4 Behaviour of WPBG Infill with Marginal Material 5 Use of Natural Materials as Geocells 6 Conclusion References Studies on the Piled Raft Foundation for a High-Rise Building Using Finite Element Modeling 1 Introduction 2 Numerical Modeling and Analysis 3 Results and Discussion 4 Conclusion References Model Footing Tests on Sand Bed to Evaluate Efficiency of Tire Crumb as Infill Materials in Geocells 1 Introduction 2 Materials 3 Experimental Program 4 Results and Discussion 5 Conclusions References Experimental Study on Black Cotton Soil Stabilization Using GGBS 1 Introduction 2 Materials and Methods 2.1 Ground Granulated Blast Furnace Slag (GGBS) 2.2 Black Cotton Soil 2.3 Methodology 3 Results and Discussion 3.1 Free Swell Index 3.2 Atterberg’s Limit 3.3 Compaction Test 3.4 Unconfined Compressive Strength 4 Conclusion References BIM and Transportation Geotechnics: An Outline 1 Introduction 2 Building Information Modeling 2.1 Transportation Geotechnics 2.2 Construction Material 2.3 Geotechnical Data Management 2.4 Integration of BIM and GIS 2.5 City-GML 3 Geo-BIM 3.1 Sustainable Geotechnics 3.2 Road Safety 3.3 Pavement 3.4 Compaction 3.5 Ground Improvement 3.6 Deep Mixing of Road Embankments 3.7 Reuse of Natural Geo-materials 3.8 CO2 Emissions in Earthworks Operations 3.9 Tunnels 3.10 Benefits of Incorporating Geotechnical Data into the BIM 3.11 BIM Workflow 4 Conclusions References Numerical Analysis of Geocell-Reinforced Embankment Using PLAXIS 3D 1 Introduction 2 Numerical Analysis 2.1 Materials 3 Results and Discussion 4 Conclusion References Seismic Response of Soil-Like Material in MSW Landfill Using Equivalent Linear Approach 1 Introduction 2 Methodology 3 Observations and Results 4 Conclusions References Numerical Analysis on Load Carrying Mechanism of Single Pile Due to Twin Stacked Tunnelling 1 Introduction 2 Methodology 3 Results and Discussion 3.1 Load Displacement Response of Pile for Various Tunnel Positions 3.2 Load Displacement Response of Pile for Two Different Sequences of Twin Tunnel Excavation 4 Conclusion References Recent Advances in Metallic and Geosynthetic Reinforced Soil Walls: A Review 1 Introduction 2 Literature Review 2.1 Studies on Corrosion in Metal Reinforced Earth Walls 2.2 Recent Advances in Geosynthetic Reinforced Earth Walls 3 Summary of Past Studies 4 Current Research Trends 5 Future Prospects 6 Conclusions References Negative Skin Friction on Piles: State of the Art 1 Introduction 2 Response of Single Piles and Pile Groups to Negative Skin Friction 2.1 Behavior of Single Pile Under Surcharge Loading to Negative Skin Friction 2.2 Effect of Pile Tip Locations on Negative Skin Friction 2.3 Effects of Axial Load on Negative Skin Friction 2.4 Effect of Stiffness of Bearing Soil on Negative Skin Friction 2.5 Effect of Soil-Pile Interface on Negative Skin Friction 3 Methods to Calculate NSF and Incorporation of NSF in the Pile Design 3.1 Total Stress Analysis (α-method) 3.2 Effective Stress Analysis (β-method) 3.3 The Florida Department of Transportation (FDOT) Method 3.4 Briaud and Tucker Method 4 Present Research Trends 5 Future Prospects 6 Conclusion References