Advancements in geotechnical engineering : proceedings of the 6th GeoChina International Conference on Civil and Transportation Infrastructures : From Engineering to Smart and Green Life Cycle Solutions - Nanchang, China, 2021 / / Meng-Chia Weng, Shima Kawamura, and Jianwen Ding |
Autore | Weng Meng-Chia |
Pubbl/distr/stampa | Cham, Switzerland : , : Springer, , [2021] |
Descrizione fisica | 1 online resource (127 pages) |
Disciplina | 624.151 |
Collana | Sustainable Civil Infrastructures |
Soggetto topico |
Geotechnical engineering
Geotechnical engineering - Design and construction |
ISBN | 3-030-79798-8 |
Formato | Materiale a stampa ![]() |
Livello bibliografico | Monografia |
Lingua di pubblicazione | eng |
Nota di contenuto |
Intro -- Introduction -- Contents -- About the Editors -- Large-Scale 3D Random Finite Element Analysis of Embankment Seepage Stability -- 1 Introduction -- 2 Governing Equations of Coupled Hydraulic-Mechanical Analysis -- 3 Methodology -- 3.1 Modelling of Soil Embankment -- 3.2 Spatial Variability of Soil Permeability -- 3.3 Description of Coupled Process -- 3.4 Monte Carlo Simulation -- 4 Results and Discussion -- 4.1 Deterministic Analysis -- 4.2 Estimation of Total Flow Rate Through Embankment -- 4.3 Seepage Pattern -- 4.4 Failure Mechanism -- 5 Concluding Remarks -- References -- River Levees Monitoring Using Three Dimensional Laser Point Clouds with SLAM Technology -- 1 Introduction -- 2 Outline of the 3D Laser Point Cloud Acquisition System for the River Levee -- 2.1 Overview of Drone Equipped with Green Laser -- 2.2 Outline of Portable Laser Measurement System -- 3 Measurement Results -- 3.1 Overview of Measurement Site and Work -- 3.2 Results of 3D Model Creation from Measurement Data -- 3.3 Accuracy Verification Results -- 4 Conclusion -- References -- Modeling of Pervious Pile-Supported Embankment Under the Consolidation Process -- 1 Introduction -- 2 Modeling of the Unit Cell by PLAXIS 3D -- 3 Influence of the Permeability Ratio -- 4 Influence of the Area Replacement Ratio -- 5 Influence of the Modulus Ratio -- 6 Conclusions -- References -- Seismic Response and Fragility Estimates of Highway Bridges Considering Various Modeling Uncertainty Parameters -- 1 Introduction -- 2 Seismic Fragility Analysis Considering Various Modeling Uncertainty Parameters -- 3 Bridge Characteristics and the Modeling Related Uncertain Parameters -- 3.1 Case-Study Bridge and FE Modeling -- 3.2 Modeling Related Uncertain Parameters -- 4 Sensitivity Analysis of Seismic Response to the Modeling Uncertainty Parameters.
4.1 Ground Motions Used for the Sensitivity Analysis -- 4.2 Sensitivity Analysis of Seismic Response to Different Modeling Uncertainty Parameters -- 5 Effects of Modeling Uncertainty Parameters on the Seismic Response and Fragility Estimates of the Case-Study Bridge -- 5.1 Effects of Modeling Related Uncertain Parameters on the Seismic Responses -- 5.2 Ground Motions and Limit States -- 5.3 Effects of Modeling Related Uncertain Parameters on the Seismic Fragilities -- 6 Conclusion -- References -- Considerations of Vertical Acceleration Induced by Horizontal Earthquake Record for a Building with Underground Stories Based on a SSI 3D Model -- 1 Introduction -- 2 The Studied Model -- 2.1 Geotechnical Parameters of Site Soil -- 2.2 Modeling SSI -- 2.3 Determining Seismic Acceleration Records to the Base of the Numerical Model -- 3 Analysis Results -- 4 Conclusion -- References -- Tip Post-grouting Using Smart Cells at Urubó Bridge - Premobilization and Improvement of End Resistance -- 1 Introduction -- 2 Basic Principles -- 3 Design Methodology - Target Pressure -- 4 Case History - Urubó Bridge Project -- 4.1 Subsurface Conditions -- 4.2 Pile Installation and Tip Post-grouting -- 4.3 Results from Injection of Production Piles -- 5 Conclusions -- References -- Analysis on the Influence of Rainfall Characteristics on the Stability of Granite Residual Soil Slope -- 1 Introduction -- 2 Laboratory Test Results -- 2.1 Basic Physical Property Index of Soil -- 2.2 Soil-Water Characteristic Curve of Sample Soil -- 3 Model Formulation -- 3.1 Variation Trends of Strain and Shear Zone of Granite Residual Soil Slopes -- 3.2 Safety Factor of Granite Residual Soil Slope -- 3.3 Instability and Failure Characteristics Analysis with Fluid-Solid Coupling Theory -- 4 Conclusions -- References. Development and Field Testing of Geocomposite Cellular Mats (GCM) to Minimize the Ground Movements of Highway Embankments Founded on Peat Ground -- 1 Introduction -- 2 Road User Safety and Comfort -- 3 Geotechnical Challenges Associated with Malaysian Peat Ground -- 4 Geocomposite Cellular Mat (GCM) Technology -- 5 Geo Environmental Observations at the Field Test Site (Parit Nipah, Johor, Malaysia) -- 6 GCM Technology - Field Performance -- 7 Conclusions -- References -- Study on Response of Dual Layered Reinforced Stone Column Under Shear Loading -- 1 Introduction -- 2 Materials -- 2.1 Sand and Gravel -- 2.2 Geonets -- 3 Methodology -- 3.1 Sample Preparation -- 3.2 Test Setup -- 3.3 Procedure -- 4 Result and Discussion -- 4.1 Influence of Normal Pressure -- 4.2 Encasement of Column -- 4.3 Spacing of Encasement -- 5 Conclusion -- References -- Author Index. |
Record Nr. | UNINA-9910492148703321 |
Weng Meng-Chia
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Cham, Switzerland : , : Springer, , [2021] | ||
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Lo trovi qui: Univ. Federico II | ||
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New Developments in Soil Characterization and Soil Stability [[electronic resource] ] : 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 Wissem Frikha, Shima Kawamura, Wen-Cheng Liao |
Edizione | [1st ed. 2019.] |
Pubbl/distr/stampa | Cham : , : Springer International Publishing : , : Imprint : Springer, , 2019 |
Descrizione fisica | 1 online resource (VIII, 122 p. 79 illus., 59 illus. in color.) |
Disciplina | 624.151 |
Collana | Sustainable Civil Infrastructures |
Soggetto topico |
Geotechnical engineering
Soil science Soil conservation Geotechnical Engineering & Applied Earth Sciences Soil Science & Conservation |
ISBN | 3-319-95756-2 |
Formato | Materiale a stampa ![]() |
Livello bibliografico | Monografia |
Lingua di pubblicazione | eng |
Nota di contenuto | 1.Impact of liquid whey waste on strength and stiffness of cement treated clay -- 2.Experimental Study of Erosion on Expansive Soil Slope Strengthened by HPTRM System -- 3.The geotechnical properties of water sensitive soils, loess -- 4.Experimental study on wet and dry cycle durability of solidified silt by zeolite and cement -- 5.Performance evaluation of low volume rural roads- A state-of-the-art review -- 6.Evaluation of the load bearing capacity of piles by numerical, analytical and empirical approaches -- 7.Utilizing secant pile walls as retaining structures and bridge abutments -- 8.Stabilization on 1000 kV UHV Transmission Tower Foundation Influenced by Underground Coal Mining in Mountainous Areas -- 9.Numerical Analysis of the Seismic Behavior of Alpamarca Tailings Dam in Peru -- 10.Identifying the Defects Presented on the Exterior Layers of A Structure by Employing 3D Point Clouds and Thermography -- 11.Examination of the Ignition Oven Method Correction Factor for Hot Mix Asphalt with Granite Aggerates. |
Record Nr. | UNINA-9910337883803321 |
Cham : , : Springer International Publishing : , : Imprint : Springer, , 2019 | ||
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Lo trovi qui: Univ. Federico II | ||
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