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New Prospects in Geotechnical Engineering Aspects of Civil Infrastructures : Proceedings of the 5th GeoChina International Conference 2018 – Civil Infrastructures Confronting Severe Weathers and Climate Changes: From Failure to Sustainability, held on July 23 to 25, 2018 in HangZhou, China / / edited by Hadi Khabbaz, Heejung Youn, Mounir Bouassida
| New Prospects in Geotechnical Engineering Aspects of Civil Infrastructures : Proceedings of the 5th GeoChina International Conference 2018 – Civil Infrastructures Confronting Severe Weathers and Climate Changes: From Failure to Sustainability, held on July 23 to 25, 2018 in HangZhou, China / / edited by Hadi Khabbaz, Heejung Youn, Mounir Bouassida |
| Edizione | [1st ed. 2019.] |
| Pubbl/distr/stampa | Cham : , : Springer International Publishing : , : Imprint : Springer, , 2019 |
| Descrizione fisica | 1 online resource (IX, 278 p. 205 illus., 151 illus. in color.) |
| Disciplina | 624.151 |
| Collana | Sustainable Civil Infrastructures |
| Soggetto topico |
Geotechnical engineering
Engineering geology Engineering—Geology Foundations Hydraulics Geotechnical Engineering & Applied Earth Sciences Geoengineering, Foundations, Hydraulics |
| ISBN | 3-319-95771-6 |
| Formato | Materiale a stampa  |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto | 1.Numerical Simulation and Parametric Study of a Single Pile in Clay Layer to Examine the Effect of Loading on Settlements and Skin Friction Distribution -- 2.Study on Low-Strength Biocemented Sands Using a Temperature-controlled MICP (Microbially Induced Calcite Precipitation) method -- 3.Curing Behaviour of Lightly Solidified Clays Monitored with Bender Element and Electrical Conductivity Measurements -- 4.Effect of grain content on the sandstone properties using biconcave bond model of DEM -- 5.Numerical Modeling of Embankment Settlement over Soft Soils -- 6.Impact Analysis of Metro Tunnel Construction on Groundwater Flow in Nanchang,China -- 7.Boundary Effects of Pile Cap on the Integrity Testing of Group Piles -- 8.Soft Soil Improvement using Rigid Inclusions: Toward an Application for Transport Infrastructure Construction in Vietnam -- 9.Mechanical and Deformation Properties of Deep Foundation Pit Supporting System Subjected to Asymmetric Loadings -- 10.Modelling Linear Viscoelastic Behaviour of Kanpur Local Soil Using Prony Series, Parameter Fitting -- 11.A Macroelement Approach for Non-linear Response of Offshore Skirted Footings -- 12.The Effect of Using Desert Sands and Cement to Stabilize The Base Course Layer of Roads in Libya -- 13.Shaft Capacity Assessment of Recharge Impulse Technology Piles -- 14.Mechanistic Analysis of Subgrade Soil Reinforced with Modified Jute Geotextile -- 15.A Parametric Study of Deep Mixing Columns and Fibre Reinforced Load Transfer Platform Supported Embankments -- 16.Flexural Behavior of RC Two Way Slabs Made with Crushed Melted Bricks as Coarse Aggregate -- 17.A Novel Finite Element Model for Modeling Pile Dynamics -- 18.The Spectral Finite Element Method for Simulating Wave Propagation in Viscoelastic Soils -- 19.Train Internal Noise due to Wheel-Rail Interaction -- 20.Sustainable Use of Reclaimed Ballast Rejects for Construction of Rail Corridor Access Road - an Australian Experience -- 21.Potassium Aluminate Geo-polymerisation of Acidic Gold Mine Tailings. |
| Record Nr. | UNINA-9910337890703321 |
| Cham : , : Springer International Publishing : , : Imprint : Springer, , 2019 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
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Smart and green solutions for civil infrastructures incorporating geological and geotechnical aspects : proceedings of the 6th GeoChina International Conference on Civil and Transportation Infrastructures: From Engineering to Smart and Green Life Cycle Solutions - Nanchang, China, 2021 / / Hadi Khabbaz, Yang Xiao, Jia-Ruey Chang, editors
| Smart and green solutions for civil infrastructures incorporating geological and geotechnical aspects : proceedings of the 6th GeoChina International Conference on Civil and Transportation Infrastructures: From Engineering to Smart and Green Life Cycle Solutions - Nanchang, China, 2021 / / Hadi Khabbaz, Yang Xiao, Jia-Ruey Chang, editors |
| Pubbl/distr/stampa | Cham, Switzerland : , : Springer, , [2021] |
| Descrizione fisica | 1 online resource (137 pages) |
| Disciplina | 620 |
| Collana | Sustainable Civil Infrastructures |
| Soggetto topico |
Sustainable engineering
Civil engineering |
| ISBN | 3-030-79650-7 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto |
Intro -- Introduction -- Contents -- About the Editors -- Effect of Microscopic Properties on the Mechanical Behavior of Gravelly Soil by Using DEM -- 1 Introduction -- 2 Triaxial Tests on Gravelly Soils -- 2.1 Specimen Preparation -- 2.2 Experimental Setup -- 3 DEM Model Simulation -- 3.1 Model Generation -- 3.2 Determination of Micro Parameters -- 3.3 Modeling Procedure -- 4 Simulation Results -- 4.1 Deformation Induced by Shear Stress -- 4.2 Failure Envelope -- 5 Effect of Micro Parameters on the Performance of the Simulation -- 5.1 Effect of Porosity -- 5.2 Effect of Particle Size -- 5.3 Effect of Effective Modulus -- 5.4 Effect of Normal - Shear Stiffness Ratio -- 5.5 Effect of Interparticle Friction Coefficient -- 6 Conclusion -- References -- Research on Large Deformation Control Measures of Surrounding Rock in Jointed and Altered Granite Stratum of High Ground Stress Tunnel -- 1 Introduction -- 2 Project Overview -- 2.1 Engineering Background -- 2.2 Engineering Geology -- 2.3 Situation of Tunnel Construction -- 3 Deformation Characteristics of Surrounding Rock and Its Influencing Factors -- 3.1 Overall Deformation of Large Deformation Section -- 3.2 Deformation Characteristics of Surrounding Rock with Typical Section -- 3.3 Deformation Characteristics of Surrounding Rock -- 3.4 Influencing Factors of Surrounding Rock Deformation -- 4 Control Measures for Large Deformation of Surrounding Rock -- 4.1 Control Measures of the Field Test Section -- 4.2 Deformation of Surrounding Rock in the Field Test Section -- 4.3 Application Effect -- 5 Conclusions -- References -- Multi-channel Singular Spectrum Analysis of Geocenter Motion and Precise Prediction of Earth's Motion -- 1 Introduction -- 2 Data Collection and Methodology -- 2.1 SLR-Derived GCM Products -- 2.2 Multi-channel Singular Spectrum Analysis -- 3 Analysis of GCM.
3.1 GCM Seasonal Variation -- 3.2 GCM Trend Variation -- 4 Prediction of GCM -- 4.1 Principle of Prediction -- 4.2 Results and Analysis -- 5 Conclusions -- References -- Monitoring of the Turag River Dyke in Dhaka City Using Ground Penetrating Radar (GPR): A New Approach of Flood Risk Reduction in Bangladesh -- 1 Introduction -- 2 Floods Mitigation in Dhaka -- 3 Principle of GPR and River Dyke Monitoring -- 4 Results and Discussion -- 5 Conclusions -- References -- Relationships Between Compressive and Splitting Tensile Strengths of Cast and Core High-Strength Concrete Cylinders -- 1 Introduction -- 2 Background -- 2.1 Cylindrical Core Specimens -- 2.2 Relationship Between Core and Cast Specimens -- 2.3 Relationships Between Compressive and Splitting Strengths -- 3 Materials and Methods -- 3.1 Concrete Mixture Design -- 3.2 Test Methods -- 3.3 Model Development -- 4 Results and Discussion -- 4.1 Regression Models -- 4.2 Root Mean Square Error Analysis and Model Comparison -- 5 Conclusions -- References -- Predicting the Small Strain Stiffness of a Calcareous Sand Considering Sample Preparation Method and Stress Path -- 1 Introduction -- 2 Test Materials -- 3 Test Program -- 4 Test Results -- 5 Conclusions -- References -- Explicit Integration and Implementation of State-Dependent Constitutive Model for Rockfill Materials -- 1 Introduction -- 2 State-Dependent Constitutive Model -- 2.1 State Parameter -- 2.2 Yielding Surface -- 2.3 Dilatancy and Plastic Flow Rule -- 2.4 Plastic Modulus -- 2.5 Constitutive Equations -- 3 Explicit Integration Algorithms -- 4 Numerical Performance -- 5 Conclusions -- References -- Expander Bodies Provide Increased Axial Resistance to Full Drilled Displacement Piles for World Trade Center Towers in Bolivia -- 1 Introduction -- 2 Basic Principles -- 3 Design Methodology -- 4 Soil Response During Expansion -- 5 Case History. 5.1 Subsurface Conditions -- 5.2 Foundation Design and Installation -- 5.3 Static Loading Test - Production Pile -- 5.4 Production Piles -- 6 Conclusions -- References -- Sustainable Civil Infrastructures Utilization and Regulations of Innovative Technology to Improve Road Safety via Drivers' Warnings and Enforcement -- 1 Introduction -- 2 Background and Theoretical Analysis -- 2.1 Theoretical Analysis -- 2.2 Dry vs. Wet Pavement Conditions -- 2.3 Heavy Vehicles vs. General Traffic Conditions -- 2.4 Daytime vs. Nighttime Safety Conditions -- 2.5 Intersections Safety -- 2.6 Speeding Accidents -- 3 Recommendations -- 3.1 Regulations to Improve Safety -- 3.2 Use of Advance Technology to Improve Safety -- 4 Future Concerns -- 5 Conclusion -- References -- Author Index. |
| Record Nr. | UNINA-9910492149103321 |
| Cham, Switzerland : , : Springer, , [2021] | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
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