Advanced Numerical Methods in Foundation Engineering [[electronic resource] ] : Proceedings of the 3rd GeoMEast International Congress and Exhibition, Egypt 2019 on Sustainable Civil Infrastructures – The Official International Congress of the Soil-Structure Interaction Group in Egypt (SSIGE) / / edited by Hany Shehata, Braja Das, A.P. S. Selvadurai, Ayman Fayed |
Edizione | [1st ed. 2020.] |
Pubbl/distr/stampa | Cham : , : Springer International Publishing : , : Imprint : Springer, , 2020 |
Descrizione fisica | 1 online resource (XI, 145 p. 112 illus., 66 illus. in color.) |
Disciplina | 624.151 |
Collana | Sustainable Civil Infrastructures |
Soggetto topico |
Geotechnical engineering
Civil engineering Geotechnical Engineering & Applied Earth Sciences Civil Engineering |
ISBN | 3-030-34193-3 |
Formato | Materiale a stampa |
Livello bibliografico | Monografia |
Lingua di pubblicazione | eng |
Nota di contenuto | Groundwater Numerical Modelling of Amman-Zarqa Basin-Jordan -- A density-dependent constitutive model of rockfill as well as a dynamic contact technique for simulation of dynamic compaction with MPM -- Bearing capacity of square footing: A comparative study employing non-associative MC and MCC model -- A micro-mechanical study for constant shear drained behaviour of granular material -- Stiff degradation of granular material – a DEM approach -- Conventional method to estimate settlement of plate subjected to bi-axial loading – Part II -- Numerical prediction of thermo-mechanical behavior of energy pile in pyroclastic soil -- The Role of Constitutive Material Laws on the Jacking of Single Pile into Sandy Soil using Coupled Eulerian-Lagrangian Method -- Numerical analysis of instabilities affecting an excavation on the High Speed Line in Northern Morocco -- Effects of Reynolds number and aspect ratio on the turbulence characteristics in developing and fully developed flow over a rough bed. |
Record Nr. | UNINA-9910366654403321 |
Cham : , : Springer International Publishing : , : Imprint : Springer, , 2020 | ||
Materiale a stampa | ||
Lo trovi qui: Univ. Federico II | ||
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Advanced tunneling techniques and information modeling of underground infrastructure : proceedings of the 6th GeoChina International Conference on Civil & Transportation Infrastructures: From Engineering to Smart & Green Life Cycle Solutions -- Nanchang, China, 2021 / / J. James Yang, Wen-Chieh Cheng, Shuying Wang, editors |
Pubbl/distr/stampa | Cham, Switzerland : , : Springer, , [2021] |
Descrizione fisica | 1 online resource (129 pages) |
Disciplina | 624.151 |
Collana | Sustainable civil infrastructures |
Soggetto topico | Geotechnical engineering |
ISBN | 3-030-79672-8 |
Formato | Materiale a stampa |
Livello bibliografico | Monografia |
Lingua di pubblicazione | eng |
Nota di contenuto |
Intro -- Introduction -- Contents -- About the Editors -- Inception of Debris Avalanches: A Material Point Method Modelling -- 1 Introduction -- 2 Materials and Methods -- 2.1 The Material Point Method (MPM) -- 2.2 Scheme and Input Data -- 3 Modelling the Impact-Induced Debris Avalanche -- 4 Remarks on the Inception Mechanisms -- 5 Concluding Remarks -- References -- Research on the Calculation of Segment Floating Considering the Action Degree of Soil Arching Effect -- 1 Introduction -- 2 Analysis of Segment Floating -- 2.1 The Effect of Groundwater -- 2.2 The Impact of the Tunnel Wall Grouting and Grouting Slurry -- 2.3 The Impact of Back Channeling of Mud Slurry -- 2.4 The Impact of Rebound Action of Foundation -- 3 Stress Analysis of Segment -- 3.1 Establishment of Calculation Model -- 3.2 Calculation of Buoyancy -- 3.3 Calculation of Anti-buoyancy -- 3.4 Integral Calculation of Segment Buoyancy -- 4 Application in Practical Project -- 5 Effective Anti-floating Measures for Segments on Site -- 5.1 Controlling the Shield Attitude -- 5.2 Stacking Heavy Objects in the Tunnel -- 5.3 Adjusting the Value of Tunneling Parameters -- 5.4 Adjusting the Mixture Ratio of Grouting Slurry -- 6 Conclusions -- References -- Invert Heave Disease and Treatment Measures of Operating Railway Tunnel in Horizontal Layered Rock Mass -- 1 Introduction -- 2 Project Overview -- 3 Field Investigation of Geological Conditions and Tunnel Support -- 3.1 Survey of Lithology and Rock Mass Structure -- 3.2 In-Situ Stress Test -- 3.3 Inspection of Tunnel Support -- 4 Three-Dimensional Numerical Analysis -- 4.1 Numerical Modeling with Layered Rock Mass -- 4.2 Comparison for Cases with and Without Layered Rock Mass -- 4.3 Influence of Horizontal In-Situ Stress -- 5 Numerical Analysis of Two Treatment Schemes -- 5.1 Options for Treatment Scheme.
5.2 Displacement of Tunnel Structure -- 5.3 Structural Stress of Tunnel Support Structure -- 6 Conclusions -- References -- A Semi-analytical Model for a Compaction-Grouted Soil Nail with Grout Bulb -- 1 Introduction -- 2 Energy Equilibrium Equation of the Soil Nail with Grout Bulb Considering the Compaction Effect -- 2.1 Establish of Relationship Considering Compaction Effect -- 2.2 Analysis of Soil Nail with a Grout Bulb -- 3 Laboratory Test Verification -- 3.1 Test System -- 3.2 Test Procedure -- 3.3 Verification of the Presented Method -- 3.4 Parameter Analysis -- 4 Conclusions -- References -- Prediction on the Penetration Resistance of Mono-Bucket Foundations in Silty Soil -- 1 Introduction -- 2 Prototype Field Test -- 3 Penetration Resistance Prediction -- 4 Calculation Method Based on Soil Parameters -- 5 Calculation Method Based on In-Situ CPT Test -- 6 Back-Analysis -- 7 Discussion -- 8 Conclusion -- References -- CPT and SPT as Complementary Tests for the Formulation of Geotechnical Design Profiles -- 1 Introduction -- 2 Sites and Investigation Description -- 2.1 Subsurface Strata Conditions -- 3 SPT and CPT Data Analysis -- 4 Results and Discussions -- 5 Conclusions -- 6 Recommendations -- 7 Limitation -- References -- Research on Rapid Detection Technology Based on Infrared Image and Calibration Method of Tunnel Cracks -- 1 Introduction -- 2 Tunnel Image Acquisition Mode Based on Infrared Supplement Light -- 3 Tunnel Lining Crack Measurement Technology Based on Digital Images -- 3.1 Crack Area Extraction -- 3.2 Crack Edge Extraction Based on Zernike Orthogonal Moments -- 3.3 Calculation of Crack Width -- 4 Conventional Calibration Method -- 5 New Methods -- 5.1 Implementation Steps -- 5.2 Field Test -- 5.3 Calibration Index -- 5.4 Qualification Standard -- 6 Case Studies -- 6.1 Implementation Plan -- 6.2 Test Results -- 7 Conclusions. References -- Research on the Construction of 3D Laser Scanning Tunnel Point Cloud Based on B-spline Interpolation -- 1 Point Cloud Data Processing -- 2 Tunnel Surface Construction -- 2.1 Construction of All Area Polynomial Surface -- 2.2 Construction of Subdivision Surface -- 3 Tunnel Surface Analysis -- 3.1 Regional Accuracy Evaluation of Vault -- 3.2 Accuracy Evaluation of the Region of the Arch Waist -- 4 Conclusion and Prospect -- References -- Author Index. |
Record Nr. | UNINA-9910492149403321 |
Cham, Switzerland : , : Springer, , [2021] | ||
Materiale a stampa | ||
Lo trovi qui: Univ. Federico II | ||
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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 | ||
Cham, Switzerland : , : Springer, , [2021] | ||
Materiale a stampa | ||
Lo trovi qui: Univ. Federico II | ||
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Advancements in geotechnical engineering : the official 2020 publications of the Soil-Structure Interaction Group in Egypt (SSIGE) / / Hany Shehata, Mona Badr, editors |
Edizione | [1st ed. 2021.] |
Pubbl/distr/stampa | Cham, Switzerland : , : Springer, , [2021] |
Descrizione fisica | 1 online resource (VI, 226 p. 145 illus., 111 illus. in color.) |
Disciplina | 624.151 |
Collana | Sustainable Civil Infrastructures |
Soggetto topico |
Geotechnical engineering
Earth sciences |
ISBN | 3-030-62908-2 |
Formato | Materiale a stampa |
Livello bibliografico | Monografia |
Lingua di pubblicazione | eng |
Nota di contenuto | Assignment of Groundwater Table in Liquefaction Analysis of Soils -- Production Rate Estimation Using System Dynamics (Case Study: Clamshell Excavation at Top Down Construction) -- Stepped Loading of a Raft Foundation Supported on Deep Soft Clay Improved with Floating Stone Columns -- The Use of a Robotized Inclinometer System to Measure Deep-Seated Ground Deformation in a Monumental.-Area During TBM Tunnel Excavations. The Case of Rome Subway, New Line c. -- Seismic Site Response Characterization for Suez Canal Region, Egypt -- Relationships of the Physical and Mechanical Properties Obtained in Ignimbrites from a Tunnel in Morelia, Mexico -- Implementation of a Single Hardening Constitutive Model for 3d Analysis of Earth Dams -- Geomembranes to Line Surge Shafts -- Expanded Polystyrene in Soil Reinforcement -- Future of Underground Techniques in Deep Mines of Different Content Without Catastrophic Risks.-Utilization of Silica fume and Slag to Improve the Geotechnical Properties of Expansive Soil -- Effect of Sand Cushion Thickness and Lateral Extension on Heave of Remolded Swelling Soil -- Dynamic Response of Stabilized Soft Clay Under Cyclic Loading at Low Shear Strain Level -- Review of Soil Improvement Techniques -- Numerical Evaluation of Bearing Capacity of Step-Tapered Piles Using P-Y Curves Analysis -- Using Traditional and Advanced Soil Improvement Techniques for Swelling Soil Heave Mitigation. |
Record Nr. | UNINA-9910484932603321 |
Cham, Switzerland : , : Springer, , [2021] | ||
Materiale a stampa | ||
Lo trovi qui: Univ. Federico II | ||
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Advancements in Unsaturated Soil Mechanics [[electronic resource] ] : Proceedings of the 3rd GeoMEast International Congress and Exhibition, Egypt 2019 on Sustainable Civil Infrastructures – The Official International Congress of the Soil-Structure Interaction Group in Egypt (SSIGE) / / edited by Laureano Hoyos, Hany Shehata |
Edizione | [1st ed. 2020.] |
Pubbl/distr/stampa | Cham : , : Springer International Publishing : , : Imprint : Springer, , 2020 |
Descrizione fisica | 1 online resource (VIII, 159 p. 96 illus., 57 illus. in color.) |
Disciplina | 624.151 |
Collana | Sustainable Civil Infrastructures |
Soggetto topico |
Geotechnical engineering
Civil engineering Geotechnical Engineering & Applied Earth Sciences Civil Engineering |
ISBN | 3-030-34206-9 |
Formato | Materiale a stampa |
Livello bibliografico | Monografia |
Lingua di pubblicazione | eng |
Nota di contenuto | Characterization of the mechanical properties of sensitive clay by means of indentation tests -- Evaluation Of Dolime Fine Performance In Mitigating The Effects Of An Expansive Soil -- Effect of Low-Plastic Fines Content on the Properties of Clean Sand -- Stabilization of Expansive Soil Reinforced with Polypropylene and Glass Fiber in Cement and Alkali Activated Binder -- On the consequences of microstructural evolution on macroscopic behavior for unsaturated soils -- Investigation on geotechnical properties before and after the construction of Earth Retaining Structures-West Konkan a case study -- Feasibility Study of Bagasse ash as a filling material. . |
Record Nr. | UNINA-9910366654903321 |
Cham : , : Springer International Publishing : , : Imprint : Springer, , 2020 | ||
Materiale a stampa | ||
Lo trovi qui: Univ. Federico II | ||
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Advancements on Sustainable Civil Infrastructures [[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 Don Chen, Sonny Kim, Anand Tapase |
Edizione | [1st ed. 2019.] |
Pubbl/distr/stampa | Cham : , : Springer International Publishing : , : Imprint : Springer, , 2019 |
Descrizione fisica | 1 online resource (VII, 162 p. 103 illus., 80 illus. in color.) |
Disciplina | 624.151 |
Collana | Sustainable Civil Infrastructures |
Soggetto topico |
Geotechnical engineering
Engineering geology Engineering—Geology Foundations Hydraulics Waste management Environmental engineering Biotechnology Geotechnical Engineering & Applied Earth Sciences Geoengineering, Foundations, Hydraulics Waste Management/Waste Technology Environmental Engineering/Biotechnology |
ISBN | 3-319-96241-8 |
Formato | Materiale a stampa |
Livello bibliografico | Monografia |
Lingua di pubblicazione | eng |
Nota di contenuto | 1.The Use of Automated Flocculation Titrimetry and SARA Analysis to Predict the Performance of Bituminous Binders in Asphaltic Hot Mix and Bitumen Emulsions -- 2.Laboratory characterization of low temperature performance of high modulus asphalt concrete by beam bending test -- 3.Numerical Analysis at the Particulate Scale of Sand Erosion under Impinging Jet -- 4.Performance Studies of Microbial Induced Calcite Precipitation to Prevent the Erosion of Internally Unstable Granular Soils -- 5.On the determination of undrained shear strength of soft soils from vane test -- 6.Issues in Interpretation of Constant Rate of Strain Consolidation Test Data -- 7.Experimental Study on the Effects of Emulsion Wax Coating Agent (EWCA) about Isolation Performance of Cement Concrete Pavement's Transitional Layer -- 8.Evaluating the Settlement Problem in City of Jazan's Urban Roads: Pilot Study for King Faisal Road -- 9.Effect Of Using Sludge Waste Containing Calcium Carbonate On The Properties Of Asphalt And Hot Mix Asphalt Mixture -- 10.Mixture Design of Emulsified Asphalt Cold Recycled Mixture by Accurate Volume Method -- 11.Evaluation of Rutting and Cracking Resistance of Foamed Warm Mix Asphalt Containing RAP -- 12.Assessment of flexible pavement by finite element method -- 13.Automated Acoustic Scanning of Concrete Bridge Decks and Delamination Identification. |
Record Nr. | UNINA-9910337889803321 |
Cham : , : Springer International Publishing : , : Imprint : Springer, , 2019 | ||
Materiale a stampa | ||
Lo trovi qui: Univ. Federico II | ||
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Advances and Applications in Geospatial Technology and Earth Resources [[electronic resource] ] : Proceedings of the International Conference on Geo-Spatial Technologies and Earth Resources 2017 / / edited by Dieu Tien Bui, Anh Ngoc Do, Hoang-Bac Bui, Nhat-Duc Hoang |
Edizione | [1st ed. 2018.] |
Pubbl/distr/stampa | Cham : , : Springer International Publishing : , : Imprint : Springer, , 2018 |
Descrizione fisica | 1 online resource (XI, 396 p. 197 illus.) |
Disciplina | 624.151 |
Soggetto topico |
Geotechnical engineering
Engineering geology Engineering—Geology Foundations Hydraulics Geographical information systems Geology Hydrogeology Mineral resources Geotechnical Engineering & Applied Earth Sciences Geoengineering, Foundations, Hydraulics Geographical Information Systems/Cartography Mineral Resources |
ISBN | 3-319-68240-7 |
Formato | Materiale a stampa |
Livello bibliografico | Monografia |
Lingua di pubblicazione | eng |
Nota di contenuto | Preface -- Conference Organization -- Part I. Advances in Geospatial Technologies for Mine Surveying and Civil Engineering -- Part II. Advances in Mining, Tunneling, and Geological Exploration -- Part III. Earth Resource Management and Decision Support System -- Index. |
Record Nr. | UNINA-9910299415903321 |
Cham : , : Springer International Publishing : , : Imprint : Springer, , 2018 | ||
Materiale a stampa | ||
Lo trovi qui: Univ. Federico II | ||
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Advances and Challenges in Structural Engineering [[electronic resource] ] : Proceedings of the 2nd GeoMEast International Congress and Exhibition on Sustainable Civil Infrastructures, Egypt 2018 – The Official International Congress of the Soil-Structure Interaction Group in Egypt (SSIGE) / / edited by Hugo Rodrigues, Amr Elnashai |
Edizione | [1st ed. 2019.] |
Pubbl/distr/stampa | Cham : , : Springer International Publishing : , : Imprint : Springer, , 2019 |
Descrizione fisica | 1 online resource (410 pages) |
Disciplina | 624.151 |
Collana | Sustainable Civil Infrastructures |
Soggetto topico |
Geotechnical engineering
Civil engineering Engineering—Materials Sustainable architecture Computer mathematics Geotechnical Engineering & Applied Earth Sciences Civil Engineering Materials Engineering Sustainable Architecture/Green Buildings Computational Science and Engineering |
ISBN | 3-030-01932-2 |
Formato | Materiale a stampa |
Livello bibliografico | Monografia |
Lingua di pubblicazione | eng |
Nota di contenuto | Retrofitting gravity load designed r.c frames using frp -- Condition monitoring of overhead line equipment (ohle) structures using ground-bourne vibrations from train passages -- Application of nano-silica in concrete for bridges in vietnam for sustainable development -- Frp tubes filled with reinforced concrete subjected to cyclic axial loading -- Ultimate flexural capacity prediction of rectangular frp tube beams filled with concrete -- Reinforced concrete multi-rib arch bridge strengthened by changing structural system -- The influence of spectral responses on the structures heights -- Effect of steel slag on cold bituminous emulsion mix -- Post-consumer cullet and potential engineering applications in north America -- Production of building bricks using cement kiln dust ckd waste -- Carbon fiber reinforced polymers (cfrp) for strengthening and seismic retrofitting of historical circular masonry stone columns -- The impact of steel fibers on the properties of self compacting concrete -- Assessing the potential value of a shm deployment on a proposed footbridge -- Estimating seismic demands for displacement-based design of tall buildings -- Verification of mechanism on improvement of drying shrinkage or air permeability on concrete using blast furnace slag sand based on pore structure -- Effect of wet-mat curing time on chloride permeability of concrete bridge decks. The effect of underground stories on the dynamic response of high-rise buildings -- Engineering properties of self-compacting concrete containing class c fly ash and processed slag sand -- Across wind load analysis using cfd for sustainable design of tall structures -- Utilization of ground penetrating radar (gpr) in the non-destructive assessment of frp laminate-concrete bond strength -- Indirect tensile stiffness and permanent deformation of microwave treated cold bituminous emulsion mixtures (cbems) containing cementitious activated waste fly ash -- Risk assessment of open frame platform structures using analytical fragility curves -- Seismic risk assessment of pipe rack structures using analytical fragility curves -- Ductility-based seismic vulnerability assessment of rc bridge piers -- Behavior of boxed cold-formed steel as composite beam with rebar as shear connector -- Nonlinear finite element analysis of cfrp shear walls subject to blast loading -- New technology of concrete surface improvement and soil properties -- Probabilistic shear strength of bolted joints in offshore -- Xrdf, sem and compressive strength properties of a new alkali activated fly ash concrete mortar -- Stability of concrete containments in nuclear plants under jet impact loads -- Probabilistic thickness of cfrp plates bonded to reinforced concrete bridge decks. . |
Record Nr. | UNINA-9910337901803321 |
Cham : , : Springer International Publishing : , : Imprint : Springer, , 2019 | ||
Materiale a stampa | ||
Lo trovi qui: Univ. Federico II | ||
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Advances in computed tomography for geomaterials [[electronic resource] ] : GeoX 2010 / / edited by Khalid A. Alshibli, Allen H. Reed ; associate editors, Les Butler ... [et al.] |
Autore | Alshibli Khalid |
Edizione | [1st edition] |
Pubbl/distr/stampa | Hoboken, New Jersey : , : John Wiley & Sons, , 2010 |
Descrizione fisica | 1 online resource (443 p.) |
Disciplina |
624.151
625.122 |
Altri autori (Persone) |
AlshibliKhalid
ReedAllen H |
Collana | ISTE |
Soggetto topico |
Soil mechanics - Research
Rock mechanics - Research Tomography Three-dimensional imaging in geology Materials - Testing Concrete - Analysis Radiography - Industrial |
Soggetto genere / forma | Electronic books. |
ISBN |
1-118-55772-7
1-118-58761-8 1-118-58781-2 |
Formato | Materiale a stampa |
Livello bibliografico | Monografia |
Lingua di pubblicazione | eng |
Nota di contenuto |
Cover; Advances in Computed Tomography for Geomaterials; Title Page; Copyright Page; Table of Contents; Foreword; Keynote Paper: Sand Deformation at the Grain Scale Quantified Through X-ray Imaging; Quantitative Description of Grain Contacts in a Locked Sand; 3D Characterization of Particle Interaction Using Synchrotron Microtomography; Characterization of the Evolving Grain-Scale Structure in a Sand Deforming under Triaxial Compression; Visualization of Strain Localization and Microstructures in Soils during Deformation Using Microfocus X-ray CT
Determination of 3D Displacement Fields between X-ray Computed Tomography Images Using 3D Cross-CorrelationCharacterization of Shear and Compaction Bands in Sandstone Using X-ray Tomography and 3D Digital Image Correlation; Deformation Characteristics of Tire Chips-Sand Mixture in Triaxial Compression Test by Using X-ray CT Scanning; Strain Field Measurements in Sand under Triaxial Compression Using X-ray CT Data and Digital Image Correlation; Latest Developments in 3D Analysis of Geomaterials by Morpho+; Quantifying Particle Shape in 3D; 3D Aggregate Evaluation Using Laser and X-ray Scanning Computation of Aggregate Contact Points, Orientation and Segregation in Asphalt Specimens Using their X-ray CT ImagesIntegration of 3D Imaging and Discrete Element Modeling for Concrete Fracture Problems; Application of Microfocus X-ray CT to Investigate the Frost-induced Damage Process in Cement-based Materials; Evaluation of the Efficiency of Self-healing in Concrete by Means of μ-CT; Quantification of Material Constitution in Concrete by X-ray CT Method; Sealing Behavior of Fracture in Cementitious Material with Micro-Focus X-ray CT Extraction of Effective Cement Paste Diffusivities from X-ray Microtomography ScansContributions of X-ray CT to the Characterization of Natural Building Stones and their Disintegration; Characterization of Porous Media in Agent Transport Simulation; Two Less-Used Applications of Petrophysical CT-Scanning; Trends in CT-Scanning of Reservoir Rocks; 3D Microanalysis of Geological Samples with High-Resolution Computed Tomography; Combination of Laboratory Micro-CT and Micro-XRF on Geological Objects Quantification of Physical Properties of theTransitional Phenomena in Rock from X-ray CT Image DataDeformation in Fractured Argillaceous Rock under Seepage Flow Using X-ray CT and Digital Image Correlation; Experimental Investigation of Rate Effects on Two-Phase Flow through Fractured Rocks Using X-ray Computed Tomography; Keynote Paper: Micro-Petrophysical Experiments Via Tomography and Simulation; Segmentation of Low-contrast Three-phase X-ray Computed Tomography Images of Porous Media; X-ray Imaging of Fluid Flow in Capillary Imbibition Experiments Evaluating the Influence of Wall-Roughness on Fracture Transmissivity with CT Scanning and Flow Simulations |
Record Nr. | UNINA-9910133864403321 |
Alshibli Khalid | ||
Hoboken, New Jersey : , : John Wiley & Sons, , 2010 | ||
Materiale a stampa | ||
Lo trovi qui: Univ. Federico II | ||
|
Advances in computed tomography for geomaterials [[electronic resource] ] : GeoX 2010 / / edited by Khalid A. Alshibli, Allen H. Reed ; associate editors, Les Butler ... [et al.] |
Autore | Alshibli Khalid |
Edizione | [1st edition] |
Pubbl/distr/stampa | Hoboken, New Jersey : , : John Wiley & Sons, , 2010 |
Descrizione fisica | 1 online resource (443 p.) |
Disciplina |
624.151
625.122 |
Altri autori (Persone) |
AlshibliKhalid
ReedAllen H |
Collana | ISTE |
Soggetto topico |
Soil mechanics - Research
Rock mechanics - Research Tomography Three-dimensional imaging in geology Materials - Testing Concrete - Analysis Radiography - Industrial |
ISBN |
1-118-55772-7
1-118-58761-8 1-118-58781-2 |
Formato | Materiale a stampa |
Livello bibliografico | Monografia |
Lingua di pubblicazione | eng |
Nota di contenuto |
Cover; Advances in Computed Tomography for Geomaterials; Title Page; Copyright Page; Table of Contents; Foreword; Keynote Paper: Sand Deformation at the Grain Scale Quantified Through X-ray Imaging; Quantitative Description of Grain Contacts in a Locked Sand; 3D Characterization of Particle Interaction Using Synchrotron Microtomography; Characterization of the Evolving Grain-Scale Structure in a Sand Deforming under Triaxial Compression; Visualization of Strain Localization and Microstructures in Soils during Deformation Using Microfocus X-ray CT
Determination of 3D Displacement Fields between X-ray Computed Tomography Images Using 3D Cross-CorrelationCharacterization of Shear and Compaction Bands in Sandstone Using X-ray Tomography and 3D Digital Image Correlation; Deformation Characteristics of Tire Chips-Sand Mixture in Triaxial Compression Test by Using X-ray CT Scanning; Strain Field Measurements in Sand under Triaxial Compression Using X-ray CT Data and Digital Image Correlation; Latest Developments in 3D Analysis of Geomaterials by Morpho+; Quantifying Particle Shape in 3D; 3D Aggregate Evaluation Using Laser and X-ray Scanning Computation of Aggregate Contact Points, Orientation and Segregation in Asphalt Specimens Using their X-ray CT ImagesIntegration of 3D Imaging and Discrete Element Modeling for Concrete Fracture Problems; Application of Microfocus X-ray CT to Investigate the Frost-induced Damage Process in Cement-based Materials; Evaluation of the Efficiency of Self-healing in Concrete by Means of μ-CT; Quantification of Material Constitution in Concrete by X-ray CT Method; Sealing Behavior of Fracture in Cementitious Material with Micro-Focus X-ray CT Extraction of Effective Cement Paste Diffusivities from X-ray Microtomography ScansContributions of X-ray CT to the Characterization of Natural Building Stones and their Disintegration; Characterization of Porous Media in Agent Transport Simulation; Two Less-Used Applications of Petrophysical CT-Scanning; Trends in CT-Scanning of Reservoir Rocks; 3D Microanalysis of Geological Samples with High-Resolution Computed Tomography; Combination of Laboratory Micro-CT and Micro-XRF on Geological Objects Quantification of Physical Properties of theTransitional Phenomena in Rock from X-ray CT Image DataDeformation in Fractured Argillaceous Rock under Seepage Flow Using X-ray CT and Digital Image Correlation; Experimental Investigation of Rate Effects on Two-Phase Flow through Fractured Rocks Using X-ray Computed Tomography; Keynote Paper: Micro-Petrophysical Experiments Via Tomography and Simulation; Segmentation of Low-contrast Three-phase X-ray Computed Tomography Images of Porous Media; X-ray Imaging of Fluid Flow in Capillary Imbibition Experiments Evaluating the Influence of Wall-Roughness on Fracture Transmissivity with CT Scanning and Flow Simulations |
Record Nr. | UNINA-9910830453403321 |
Alshibli Khalid | ||
Hoboken, New Jersey : , : John Wiley & Sons, , 2010 | ||
Materiale a stampa | ||
Lo trovi qui: Univ. Federico II | ||
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