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Geotechnics for Sustainable Infrastructure Development / / edited by Phung Duc Long, Nguyen Tien Dung
| Geotechnics for Sustainable Infrastructure Development / / edited by Phung Duc Long, Nguyen Tien Dung |
| Edizione | [1st ed. 2020.] |
| Pubbl/distr/stampa | Singapore : , : Springer Singapore : , : Imprint : Springer, , 2020 |
| Descrizione fisica | 1 online resource (1,383 pages) |
| Disciplina | 338.927 |
| Collana | Lecture Notes in Civil Engineering |
| Soggetto topico |
Engineering geology
Engineering—Geology Foundations Hydraulics Coasts Sustainable development Structural materials Geoengineering, Foundations, Hydraulics Coastal Sciences Sustainable Development Structural Materials |
| ISBN | 981-15-2184-0 |
| Formato | Materiale a stampa  |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto | Influence of Horizontal Loading Position on Lateral Resistance Characteristics of Piles -- A Study on the Behavior of Pile Supported Footings on Sand -- Pile Design With Consideration of Down Drag -- On the Application of Slurry Micro-Tunneling Method in Vietnam -- Stiffness of Soil In Excavation-Induced Deformation Analysis in Vietnam -- Study of the Stress-Strain State in the Sub-Rectangular Tunnel -- A Study of Deep Excavation Using Cement Deep Mixing in Mekong River Delta Area -- The New Compaction Grouting Method with Improved Upheaval Control -- Geotechnical Properties of Hai Phong and Ninh Binh Clays in the Red River Delta -- Effect of Rainfall Pattern on Slope Stability -- Effects of Earthquake on the Secondary Consolidation of Saturated Clay. |
| Record Nr. | UNINA-9910366589503321 |
| Singapore : , : Springer Singapore : , : Imprint : Springer, , 2020 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
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Proceedings of the 5th International Conference on Geotechnics for Sustainable Infrastructure Development : GEOTEC2023; 14-15 Dec; Hanoi, Vietnam
| Proceedings of the 5th International Conference on Geotechnics for Sustainable Infrastructure Development : GEOTEC2023; 14-15 Dec; Hanoi, Vietnam |
| Autore | Duc Long Phung |
| Edizione | [1st ed.] |
| Pubbl/distr/stampa | Singapore : , : Springer Singapore Pte. Limited, , 2024 |
| Descrizione fisica | 1 online resource (2890 pages) |
| Altri autori (Persone) | DungNguyen Tien |
| Collana | Lecture Notes in Civil Engineering Series |
| ISBN | 981-9997-22-4 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto |
Intro -- Organization -- Logos of Organizers -- Sponsors -- Preface -- Acknowledgements -- Contents -- Deep Foundations -- 1943-2023: 80 Years of Research and Practice for Pile Foundations -- 1 Introduction -- 2 Approach to Foundation Design -- 3 Experimental Evidence -- 3.1 Axial Capacity of Single Pile -- 3.2 Axial Stiffness of Single Pile -- 3.3 Pile-Soil-Pile Interaction -- 3.4 Settlement of Pile Foundations -- 3.5 Capacity of Pile Foundations -- 3.6 Load Sharing -- 3.7 Load Distribution Among Piles -- 3.8 Summary -- 4 Approach to Pile Capacity -- 4.1 Base Resistance -- 4.2 Shaft Resistance -- 5 Local Pile Design Method -- 6 Concluding Remarks -- References -- Stress Distribution of Pile Group on Jakarta Diluvium Clay Using 3D Finite Element Method -- 1 Introduction -- 2 Research Methodology -- 2.1 Geotechnical Investigation -- 2.2 FEM Modelling and Analysis -- 3 Case Study 1: High-Rise Building at Jakarta Reclaim Area -- 3.1 Soil Condition -- 3.2 Foundation Design -- 3.3 3D FEM Modelling and Analysis Results -- 4 Case Study 2: Jakarta International Stadium -- 4.1 Soil Condition and Foundation Design -- 4.2 Foundation Design -- 4.3 A3D FEM Model and Analysis Results -- 5 Conclusions -- References -- FEM Simulation of Single Pile Load Tests -- 1 Introduction -- 2 Project -- 3 Assessment of Vertical Pile Behaviour -- 3.1 Pile P829-PLAXIS 2D Axisymmetric Model -- 3.2 Pile P329-PLAXIS 2D Axisymmetric Model and PLAXIS 3D Embedded Beam Models -- 4 Conclusions -- References -- The Effects of Ground Anchor Prestressing on Pile Group Reaction Force Redistribution and Settlement as Permanent Foundation of High-Rise Building Using 3D FEM -- 1 Introduction -- 2 Geotechnical Investigation and Foundation Design -- 3 Ground Anchor Installation and Prestressing -- 4 3D FEM Modelling and Analysis -- 4.1 3D FEM Model -- 4.2 Analysis Results.
5 Sensitivity Study of the Prestressing Effects to the Foundation Performance -- 6 Conclusions -- References -- Numerical Study on Behaviors of Vertically-Loaded Tender Net Foundations Supported by Piles -- 1 Introduction -- 2 FEM Analysis of Vertical Load-Displacement Relation of Unpiled TNF -- 2.1 Analysis Conditions -- 2.2 Analysis Results -- 3 Numerical Analyses of Piled TNF -- 3.1 Analysis Conditions -- 3.2 Analysis Results -- 4 Conclusions -- References -- An Appraisal of the Second-Order Pile Buckling Model According to the 2nd Generation Eurocode 7 -- 1 Introduction -- 2 The Buckling Model -- 2.1 The Original Basic Model for Buckling in Clay -- 2.2 New Revised Model According to Eurocode 7 -- 2.3 Structural Safety -- 3 Equivalent Bedding Modulus -- 4 Buckling of Steel Pipe Piles -- 4.1 Material-Specific Criteria -- 4.2 Buckling or Yielding of Steel Pipe Piles -- 5 Summary and Conclusions -- References -- Study on Uplift Capacity of Belled Pile in Sandy Soil -- 1 Introduction -- 2 Summary of Field Loading Tests -- 3 Estimation Method for Distribution of Axial Forces in Test Pile -- 3.1 Estimation Method -- 3.2 Calibration Test -- 4 Test Results of Field Tension Tests -- 4.1 Tensile Load-displacement Relationship -- 4.2 Uplift Resistance of Enlarged Part -- 5 Uplift Capacity of Enlarged Part -- 6 Proposed Practical Prediction Method for Load-Displacement Relationship of Enlarged Part Subjected to Tensile Load -- 6.1 A Prediction Method Based on Hyperbolic Function -- 6.2 A Prediction Method Based on Exponential Function -- 7 Conclusions -- References -- Some Experiences with Drilled Shaft Construction in Punjab Alluvium, Using Different Drilling Methods -- 1 Introduction -- 2 Methods of Pile Construction -- 2.1 Construction by Reverse Rotary (RR) -- 2.2 Construction by Rotary Auger Bucket (RAB) -- 3 Data Collection -- 3.1 Substrata Conditions. 4 Requirements for Good Quality of Pile Construction -- 4.1 Bentonite Slurry -- 4.2 Controlled Bentonite Specifications for Drilled Shaft Construction (AASHTO, 2008) -- 4.3 Importance of Construction Time -- 4.4 Minimizing Defects During Construction -- 5 Unit Side Resistance and Settlement Trends for Different Drilling Fluids -- 6 Conclusions and Recommendations -- References -- Modified β-method for Pile Design in Partially Saturated Soils: Theoretical Considerations for an Effective Stress Framework -- 1 Introduction -- 2 Review of Theoretical Background -- 3 The Modified β-Method -- 4 Parametric Study -- 4.1 Idealized Soil Textures -- 4.2 Stress Profiles -- 4.3 Baseline Side Resistance Profiles -- 4.4 Steady-State Vertical Flow Conditions -- 5 Discussion -- 6 Summary and Conclusions -- References -- Axial Load-Bearing Capacity Solutions of PHC Nodular Pile: A New Advancement in Vietnam Engineering Practice -- 1 Introduction -- 2 Materials and Methods -- 2.1 Dataset -- 3 Results and Discussions -- 3.1 Performance of the XGBoost Model -- 3.2 The Partial Dependence Plots (PDPs) -- 4 Conclusions -- 5 Limitations and Future Research Outlook -- References -- Bearing Characteristics of Sheet Piles Subjected to Vertical Monotonic and Quasi-Static Cyclic Load in Saturated Clay Ground -- 1 Introduction -- 2 Experimental Description -- 2.1 Model Grounds -- 2.2 Model Piles -- 2.3 Test Instrumentation and Procedure -- 3 Experiment Results -- 3.1 Results of PPTs -- 3.2 Results of VLTs -- 3.3 Results of CLTs -- 3.4 Results of VLTs After CLTs -- 4 Conclusions -- References -- Enhancing Rapid Cconstruction Profitability of the Monolithic Steel Structure of Pile-Pier for Bridges in Vietnam -- 1 Introduction -- 2 Summary of the Case Study -- 3 Substructure and Design -- 3.1 Set Soil Springs and Pile Parameters -- 3.2 Bearing Capacity. 3.3 Verification of Pile Body Capacity -- 3.4 Corrosion Protection -- 4 Constructions Cost -- 4.1 Construction Method -- 4.2 Construction Cost -- 5 Conclusions -- References -- Design Challenges of Large Diameter and Long Steel Pipe Pile in High Plasticity Clay at Patimban Port Development Project -- 1 Introduction -- 1.1 Project Overview -- 1.2 Urgency and Technical Challenges -- 2 Deep Foundation Conditions -- 2.1 Geological Settings -- 2.2 Soil Stratification -- 2.3 Soil Properties -- 3 Deep Foundation Design -- 3.1 Required Ultimate Bearing Capacity at Container Berth -- 3.2 Pile Specification at Container Berths -- 3.3 Estimated Pile Length from Soil Investigation -- 4 Pile Load Test Program -- 4.1 Pile Dynamic Analysis (PDA) -- 4.2 Pile Driving Response -- 4.3 Testing Results and Discussions -- 4.4 Pile Setup with Time -- 5 Conclusion and Future Works -- References -- The Use of Rapid Load Test as Alternative Load Test Method of Bored Piles -- 1 Introduction -- 2 Fundamental of Rapid Load Test -- 2.1 Loading Duration -- 2.2 Unloading Point Method (UPM) -- 2.3 Rate Effects -- 3 Comparison of RLT Behavior with Conventional Static Test -- 3.1 Load Displacement Response -- 3.2 Unit Shaft and Base Resistance -- 4 Conclusions -- References -- Building up a Dataset for Investigation of the Load Transfer Mechanism of Bored Piles from Case Histories in Vietnam -- 1 Introduction -- 2 Materials and Methods -- 2.1 Dataset -- 2.2 Chin's Method -- 3 Result and Discussions -- 3.1 Applicability of the Chin's Method [5] -- 3.2 Performance of Common SPT Direct Methods -- 4 Conclusions -- References -- Load-Displacement Relations of a Driven Steel Pipe Piles from Static and Rapid Load Tests, and Empirical Formulas Based on SPT and CPT: A Case Study at Sashima Test Yard -- 1 Introduction -- 2 Pile Load Test -- 2.1 Site Conditions -- 2.2 Test Piles. 2.3 Results of Pile Load Test [2] -- 3 Design Equations Specified in Various Codes -- 4 Estimation Method of Load-Displacement Relation -- 4.1 Empirical Equations for Estimating Shear Modulus of Soil -- 4.2 Numerical Model of Pile-Soil System -- 5 Comparison of Pile Resistances and Load-Displacement Relations from SLT with Those from RLT and Various Codes -- 6 Conclusions -- Appendix 1: ULP Method -- Appendix 2: ULPC Method -- Appendix 3: SULPC Method (Kamei et al. 2023 [15]) -- References -- Correlation Between SPT Indexes of Soils to Pressing Pile Load and Settlement of Concrete Piles: An Experimental Study in Bac Giang, Vietnam -- 1 Introduction -- 2 Materials and Methods -- 2.1 Study Area -- 2.2 Geological Investigation -- 2.3 Pretensioned Concrete Pile Material -- 2.4 Pretensioned Spun Concrete Pressing Pile Process -- 2.5 Pile Load Capacity Testing -- 3 Results and Discussion -- 3.1 Soil Mechanical Characteristic -- 3.2 The Correlation Between Pressing Load and SPT Value -- 3.3 The Resting Pile Capacity of Soil Layers -- 3.4 The Settlement of Static Experimental Pile -- 4 Conclusions -- References -- Comparative Static and Rapid Load Tests on Steel Pipe Piles: A Case Study at Sashima Test Yard -- 1 Introduction -- 2 Outline of Pile Load Tests -- 2.1 Site Conditions -- 2.2 Test Piles -- 2.3 Test Cases -- 3 Interpretation Methods -- 3.1 ULPC Method -- 3.2 ULPC_CM Method [4] -- 3.3 SULPC Method [5] -- 4 Load Test Results -- 4.1 SLT -- 4.2 RLT (Pile No. 4) -- 4.3 RLT (Pile No. 2) -- 5 Conclusion -- References -- Bearing Capacity Assessment of the Instrumented Shaft Grouting Barrette Pile by Conventionally Static Loading Test -- 1 Introduction -- 2 Soil and Site Conditions -- 3 Test Pile Installation -- 4 Pile Test Equipment and Loading Procedures -- 4.1 General -- 4.2 Test Equipment -- 4.3 Loading Procedures -- 5 Pile Test Results and Analysis. 5.1 Measurements of Load and Movement. |
| Record Nr. | UNINA-9910874686803321 |
Duc Long Phung
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| Singapore : , : Springer Singapore Pte. Limited, , 2024 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
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