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Advances in geotechnics and structural engineering : select proceedings of TRACE 2020 / / Sanjay Kumar Shukla [and three others], editors
Advances in geotechnics and structural engineering : select proceedings of TRACE 2020 / / Sanjay Kumar Shukla [and three others], editors
Pubbl/distr/stampa Singapore : , : Springer, , [2021]
Descrizione fisica 1 online resource (700 pages)
Disciplina 624.151
Collana Lecture Notes in Civil Engineering
Soggetto topico Geotechnical engineering
Structural engineering
ISBN 981-336-969-8
Formato Materiale a stampa
Livello bibliografico Monografia
Lingua di pubblicazione eng
Nota di contenuto Intro -- Preface -- Acknowledgements -- Contents -- About the Editors -- Influence of Masonry Infill Panels on the Seismic Performance of Irregular Buildings -- 1 Introduction -- 2 Materials and Methods -- 2.1 Building Configuration -- 2.2 Modelling of URM Infills -- 3 Results and Discussion -- 4 Conclusion -- References -- Experimental Study of the Construction and Demolition Waste Used in Rigid Pavements -- 1 Introduction -- 1.1 Pavements -- 1.2 Construction and Demolition Waste Composition -- 2 Methodology -- 3 Result and Discussion -- References -- Experimental and Numerical Modeling of Tunneling-Induced Ground Settlement in Clayey Soil -- 1 Introduction -- 2 Experimental Study -- 2.1 Establishment of Physical Model -- 3 Finite Element Study -- 4 Results and Discussion -- 5 Conclusion -- References -- Blast-Resistant Stability Analysis of Triple Tunnel -- 1 Introduction -- 2 Blast Loading -- 3 Results and Discussion -- 4 Conclusions -- References -- Skew Effect on Box Girder Bridge -- 1 Introduction -- 2 Validation -- 3 Results and Discussion -- 3.1 Methodology -- 3.2 Effect of Skew Angle -- 3.3 Proposed Equations for Forces and Deflection -- 4 Conclusions -- References -- Analysis of Factors Affecting Cost and Time Overruns in Construction Projects -- 1 Introduction -- 2 Background Study -- 3 Research Methodology -- 3.1 Overrun Factors Identification -- 3.2 Questionnaire Survey and Respondents -- 4 Analysis of Data and Results -- 4.1 Analysis for Reliability of Questionnaire -- 4.2 Ranking of Overrun Factors -- 5 Discussion and Guidelines -- 6 Conclusion -- References -- Factors Influencing the Behavior of Rockfill Materials -- 1 Introduction -- 2 Experimental Studies, Observation and Discussion -- 2.1 Material Properties -- 2.2 Experimental Data Analysis Programme -- 3 Conclusions -- References.
Swelling Behavior of the Expansive Soil Prepared with Calcium Bentonite -- 1 Introduction -- 2 Materials -- 2.1 Natural Soil -- 2.2 Bentonite -- 2.3 Expansive Soil -- 3 Experimental Work -- 3.1 Preparation of Test Sample -- 3.2 Laboratory Tests -- 4 Results and Discussion -- 4.1 Consistency Limits -- 4.2 Compaction Tests -- 4.3 Free Swell and Swelling Pressure -- 4.4 Effect of Swelling Pressure Over Lightweight Structure -- 5 Conclusions -- References -- Assessment of Corrosion in Rebars by Impressed Current Technique -- 1 Introduction -- 2 Experimental Program -- 2.1 Preparation of Specimen -- 2.2 Impressed Current Technique Setup Used for Inducing Reinforcement Corrosion -- 3 Results and Discussions -- 3.1 Time for the First Crack Development -- 3.2 Mass Loss -- 3.3 Degree of Corrosion -- 3.4 Induced Corrosion Current -- 4 Conclusion -- References -- Evaluation of Dynamic Properties and Liquefaction Studies for Sandy Soil-A Case Study -- 1 Introduction -- 2 Experimental Work -- 2.1 Material Used -- 2.2 Experimental Programme -- 2.3 In Situ Density and Moisture Content Tests -- 2.4 Relative Density Tests -- 2.5 Resonant Column Tests -- 2.6 Cyclic Simple Shear Tests -- 2.7 Evaluation of Liquefaction Potential -- 3 Results and Discussions -- 4 Conclusions -- Reference -- Frequencies of Stiffened Lock Gate Coupled with Undisturbed Fluid -- 1 Overview -- 2 Modelling -- 3 Mathematical Formulation -- 3.1 Truncation of Infinite Length -- 3.2 Finite Element Formulation -- 4 Result and Discussion -- 5 Conclusions -- References -- Consolidation Behavior of Clayey Soil Reinforced with Geofiber -- 1 Introduction -- 2 Materials and Method -- 2.1 Materials -- 2.2 Method -- 3 Test Results and Its Findings -- 3.1 Effect of Polypropylene Fiber Content on Specific Gravity.
3.2 Variation of Void Ratio (e) with Increment of Pressure at Different Contents of Polypropylene Fiber -- 3.3 Consolidation Parameters -- 4 Conclusions -- References -- Alkali Activated Material Brick -- 1 Introduction -- 2 Literature Study -- 2.1 Essential Characteristics of Bricks -- 3 Material and Methodology -- 4 Results and Discussion -- 5 Conclusion -- References -- Influence of Micropiles on the Bearing Capacity of a Layered Soil System-A Numerical Study -- 1 Introduction -- 2 Numerical Modelling -- 2.1 Material Properties -- 2.2 Meshing and Boundary Conditions -- 2.3 Validation -- 3 Results and Discussion -- 3.1 Settlement Contours -- 4 Conclusions -- References -- Comparative Analysis of the Bearing Capacity of Strip Footing with Varying Depth of Soil Reinforcement -- 1 Introduction -- 2 Modelling of Reinforcement-Soil Interface -- 3 Bearing Capacity Factors for Unreinforced and Reinforced Soil -- 4 Modelling in Optum G2 for Analysis Purpose -- 5 Result and Discussion -- 6 Application of the Result -- 7 Conclusion -- References -- A Review on Soil Remediation by Fenton Process -- 1 Introduction -- 2 General Steps to Minimize Soil Contamination -- 3 Advanced Oxidation Processes -- 4 Soil Remediation by Fenton Process -- 5 Conclusion -- References -- To Study the Mechanical and Thermal Behaviour of Hollow Core Slab -- 1 Introduction -- 2 Literature Review -- 3 Experimentation -- 3.1 Preliminary Tests on Cement -- 3.2 Preliminary Tests on Coarse Aggregate -- 3.3 Calculations -- 3.4 Description of Construction Materials -- 3.5 Detail of Slab -- 3.6 Detail of the Normal Slab (s1) -- 3.7 Detail of Hollow Core Slab (s2) -- 4 Results and Discussion -- 4.1 Temperature Analysis -- 4.2 Flexural Test -- 4.3 Fire Test -- 4.4 Comparison of Results -- 5 Conclusion -- References -- Interaction of Transmission Tower Footing with Twin Rock Tunnel.
1 Introduction -- 2 Finite Element Analysis -- 3 Results and Discussion -- 4 Conclusion -- References -- Fluid-Structure Idealization in Intze Tank under Seismic Loads -- 1 Introduction -- 2 Materials and Methods -- 3 Result and Discussion -- 3.1 Single-Mass Idealization (Case 1) -- 3.2 Two-Mass Idealization (Case 2) -- 3.3 Numerical Calculation by IITK-GSDMA Guidelines -- 3.4 Calculation for Stiffness -- 3.5 Two-Mass Idealization using Finite Element Method -- 3.6 Single-Mass Model with Masonry Infill Panel Modelled as Equivalent Diagonal Strut (Case 3) -- 3.7 Two-Mass Model with Masonry Infill Panel Modelled as Equivalent Diagonal Strut (Case 4) -- 4 Conclusion -- References -- A Review on Utilization of Construction and Demolition Waste (CDW) Toward Green and Circular Economy -- 1 Introduction -- 2 Alkali-Activated Materials -- 3 Construction and Demolition Waste (CDW) -- 4 Factors Influencing Alkali Activation of Precursors and Potential of Construction and Demolition as Precursor Material -- 5 Conclusions -- References -- Experimental Study on the Effects of Nanomaterials in Clayey Soil of Aligarh City of Northern India -- 1 Introduction -- 2 Nanotechnology and Geotechnical Engineering -- 3 Experimental Program -- 3.1 Materials -- 3.2 Synthesis of Clay Nanocomposites with Fe2O3, MWCNTs and SWCNTs -- 4 Results and Discussions -- 4.1 Scanning Electron Microscopic Studies (SEM) -- 4.2 FTIR Studies -- 4.3 X-Rays Diffraction Studies -- 4.4 Effect of Different Nanomaterials and Water Content on Engineering Properties of the Soil -- 4.5 Effect of Nanomaterials on Swelling Potential of the Soil -- 4.6 Effect of Nanomaterials on Cohesion and Angle of Friction of the Soil -- 5 Conclusions -- References -- Analysis of Effect of Anti-slide Pile on Stability of Slopes -- 1 Introduction -- 2 Bishop's Method -- 3 Numerical Modelling -- 4 Results and Discussion.
4.1 Influence of Length of the Pile -- 4.2 Influence of Spacing of Piles -- 4.3 Influence of Pile Positioning -- 4.4 Bending Moment and Shear Force on the Anti-slide Pile -- 4.5 Earth Pressure on the Pile -- 5 Conclusion -- References -- Performance Evaluation of Base Isolated Building -- 1 Introduction -- 2 Design of Base Isolated Structure -- 3 Numerical Modeling and Analysis -- 4 Results and Discussion -- 5 Conclusions -- References -- An Experimental Study on Effect of Partial Replacement of Rubber Tyres Dust as Fine Aggregates on Compressive Strength of Concrete -- 1 Introduction -- 2 Materials and Methods -- 3 Mix Design -- 4 Results and Discussion -- 5 Conclusion -- References -- Benchmarking Civil Engineering Education in India -- 1 Introduction -- 2 Literature Review -- 3 Challenges in Civil Engineering Education in India -- 4 Visualization and Computational Tools -- 5 Benchmarking Problems -- 6 Discussion -- 7 Conclusion -- References -- Effective Utilization of Fly Ash and Steel Slag for Partial Replacement of Cement and River Sand for Sustainable Construction -- 1 Introduction -- 2 Material and Proportioning -- 2.1 Binder -- 2.2 Aggregates -- 2.3 Materials Proportioning for Concrete -- 2.4 Casting, Curing and Testing -- 3 Results and Discussion -- 3.1 Compressive Strength -- 4 Conclusions -- 4.1 Future Scope -- References -- Dynamic Behavior of Base Isolated Howe Bridges-Seismic Resistant -- 1 Introduction -- 1.1 Application in Bridges -- 2 Seismic Base Isolation -- 3 Model Description -- 4 Methodology -- 4.1 Response Spectrum Method -- 5 Result and Discussion -- 5.1 Model 1-Non-Isolated HOWE Bridge -- 5.2 Model 2-Isolated HOWE Bridge -- 6 Conclusion -- Reference -- Comparative Study on Behavior of Structures Subjected to Seismic and Blast Loads -- 1 Introduction -- 1.1 Objectives of the Study -- 1.2 Model Description -- 2 Methodology.
2.1 Response Spectrum Analysis.
Record Nr. UNINA-9910484439803321
Singapore : , : Springer, , [2021]
Materiale a stampa
Lo trovi qui: Univ. Federico II
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Advances in grouting and ground modification : proceedings of session of geo-denver2000 : sponsored by the geo-institute of ASCE. August 5-8, 2000, Denver, Colorado / edited by Raymond Krizek
Advances in grouting and ground modification : proceedings of session of geo-denver2000 : sponsored by the geo-institute of ASCE. August 5-8, 2000, Denver, Colorado / edited by Raymond Krizek
Pubbl/distr/stampa N.Y., : ASCE, c2000
Descrizione fisica XXII, 343 p. ; 22 cm.
Disciplina 624.151
Collana Geotechnical special publication
Soggetto topico Geotecnica - Stabilizzazione - Congressi
Meccanica dei terreni - Congressi
Formato Materiale a stampa
Livello bibliografico Monografia
Lingua di pubblicazione eng
Record Nr. UNICAS-PUV0719046
N.Y., : ASCE, c2000
Materiale a stampa
Lo trovi qui: Univ. di Cassino
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Advances in innovative geotechnical engineering : proceedings of the 6th GeoChina International Conference on Civil & Transportation Infrastructures: From Engineering to Smart & Green Life Cycle Solutions -- Nanchang, China, 2021. / / Yong Liu, Sabatino Cuomo, Junsheng Yang, editors
Advances in innovative geotechnical engineering : proceedings of the 6th GeoChina International Conference on Civil & Transportation Infrastructures: From Engineering to Smart & Green Life Cycle Solutions -- Nanchang, China, 2021. / / Yong Liu, Sabatino Cuomo, Junsheng Yang, editors
Pubbl/distr/stampa Cham, Switzerland : , : Springer, , [2021]
Descrizione fisica 1 online resource (153 pages)
Disciplina 624.151
Collana Sustainable civil infrastructures
Soggetto topico Geotechnical engineering
ISBN 3-030-80316-3
Formato Materiale a stampa
Livello bibliografico Monografia
Lingua di pubblicazione eng
Record Nr. UNINA-9910495175103321
Cham, Switzerland : , : Springer, , [2021]
Materiale a stampa
Lo trovi qui: Univ. Federico II
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Advances in multi-physics and multi-scale couplings in geo-environmental mechanics / / edited by François Nicot, Olivier Millet
Advances in multi-physics and multi-scale couplings in geo-environmental mechanics / / edited by François Nicot, Olivier Millet
Pubbl/distr/stampa London, England ; ; Oxford, England : , : ISTE Press : , : Elsevier, , 2018
Descrizione fisica 1 online resource (55 pages) : illustrations (some color), photographs, graphs
Disciplina 624.151
Soggetto topico Environmental geotechnology
Multiscale modeling
Physics
ISBN 0-08-102596-3
1-78548-278-5
Formato Materiale a stampa
Livello bibliografico Monografia
Lingua di pubblicazione eng
Record Nr. UNINA-9910583012203321
London, England ; ; Oxford, England : , : ISTE Press : , : Elsevier, , 2018
Materiale a stampa
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Advances in Research in Geosciences, Geotechnical Engineering, and Environmental Science [[electronic resource] ] : Proceedings of the Fourth Scientific Conference on Geosciences and Environmental Management (GeoME’4), Morocco 2023 / / edited by Khadija Baba, Latifa Ouadif, Abderrahman Nounah, Mounir Bouassida
Advances in Research in Geosciences, Geotechnical Engineering, and Environmental Science [[electronic resource] ] : Proceedings of the Fourth Scientific Conference on Geosciences and Environmental Management (GeoME’4), Morocco 2023 / / edited by Khadija Baba, Latifa Ouadif, Abderrahman Nounah, Mounir Bouassida
Autore Baba Khadija
Edizione [1st ed. 2023.]
Pubbl/distr/stampa Cham : , : Springer Nature Switzerland : , : Imprint : Springer, , 2023
Descrizione fisica 1 online resource (0 pages)
Disciplina 624.151
Altri autori (Persone) OuadifLatifa
NounahAbderrahman
BouassidaMounir
Collana Springer Proceedings in Earth and Environmental Sciences
Soggetto topico Geotechnical engineering
Water
Hydrology
Pollution
Engineering geology
Geotechnical Engineering and Applied Earth Sciences
Geoengineering
ISBN 9783031493454
Formato Materiale a stampa
Livello bibliografico Monografia
Lingua di pubblicazione eng
Nota di contenuto Evolution of vegetation and forests with future expectations of changes in Lakhdar Sub-basin -- Hydraulic study of fan spillway using Computational fluid dynamics (CFD) and experimental approaches -- Accumulation of Potentially Hazardous Elements in Water of A Significant Reservoir in Marmara Region of Türkiye -- Quality Assessment in Terms of Agricultural Water Supply and Macro Element Contents in Water of Çorlu Stream (Thrace Region, Türkiye) -- Evolution of vegetation and forests with future expectations of changes in Lakhdar Sub-basin -- Analysis of wind energy production in five cities in the southern region of Morocco -- Assessing Organic Matter of Port Dredged Sediment for Valorization in Civil Engineering -- Unveiling the Physicochemical Characteristics of Organic Materials for Composting: Unleashing Their Potential for Sustainable Waste Management in Morocco.
Record Nr. UNINA-9910770255303321
Baba Khadija  
Cham : , : Springer Nature Switzerland : , : Imprint : Springer, , 2023
Materiale a stampa
Lo trovi qui: Univ. Federico II
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Advances in transportation geotechnics IV . Volume 2 : proceedings of the 4th International Conference on Transportation Geotechnics / / Erol Tutumluer [and three others], editors
Advances in transportation geotechnics IV . Volume 2 : proceedings of the 4th International Conference on Transportation Geotechnics / / Erol Tutumluer [and three others], editors
Edizione [1st ed. 2022.]
Pubbl/distr/stampa Cham, Switzerland : , : Springer, , [2022]
Descrizione fisica 1 online resource (XIV, 976 p. 616 illus., 484 illus. in color.)
Disciplina 624.151
Collana Lecture notes in civil engineering
Soggetto topico Engineering geology
ISBN 3-030-77234-9
Formato Materiale a stampa
Livello bibliografico Monografia
Lingua di pubblicazione eng
Altri titoli varianti Advances in transportation geotechnics four
Advances in transportation geotechnics 4
Record Nr. UNINA-9910522983603321
Cham, Switzerland : , : Springer, , [2022]
Materiale a stampa
Lo trovi qui: Univ. Federico II
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Advances in transportation geotechnics IV Proceedings of the 4th international conference on transportation geotechnics . Volume 3 / / Erol Tutumluer [and three others], editors
Advances in transportation geotechnics IV Proceedings of the 4th international conference on transportation geotechnics . Volume 3 / / Erol Tutumluer [and three others], editors
Pubbl/distr/stampa Cham, Switzerland : , : Springer, , [2022]
Descrizione fisica 1 online resource (1023 pages)
Disciplina 624.151
Collana Lecture Notes in Civil Engineering
Soggetto topico Engineering geology
Transportation engineering
ISBN 3-030-77238-1
Formato Materiale a stampa
Livello bibliografico Monografia
Lingua di pubblicazione eng
Nota di contenuto Intro -- Contents -- About the Editors -- Tunnels -- Investigation on the Dynamic Response of a High-Speed Railway Tunnel Located Beneath an Airport Runway and Uneven Settlement of the Runway -- 1 Introduction -- 2 Background -- 3 Long-Term Settlement of the Runway Due to the Dynamic Train Load -- 3.1 Model -- 3.2 Analysis of Calculation Results -- 4 Influence of Aircraft Load on Service Performance of the Tunnel and the Operation Safety of the High-Speed Trains -- 4.1 Deformation and Stresses of the Tunnel Linings Under Aircraft Loads -- 4.2 Dynamic Response of the Track Due to the Aircraft Load -- 5 Conclusion -- References -- Influence of Shield Slurry Property on Filter Cake Quality in Sand Stratum -- 1 Introduction -- 2 Engineering Background and Slurry Pressure Setting -- 2.1 Engineering Background -- 2.2 Slurry Pressure Setting -- 3 Shield Slurry Preparation -- 3.1 Laboratory Test -- 3.2 Influence of Materials on Shield Slurry -- 4 Slurry Penetration Test Design -- 4.1 Experimental Apparatus -- 4.2 Experimental Materials -- 4.3 Experimental Procedure -- 4.4 Experimental Scheme -- 5 Results of Laboratory Experiment -- 5.1 Final Water Discharge -- 5.2 Water Discharge During Filter Cake Forming Process -- 5.3 Water Discharge Per Second After Filter Cake Formation -- 5.4 Filter Cake Formation Time -- 5.5 The Form of Filter Cake -- 6 Slurry Control Scheme and Application -- 6.1 Slurry Control Design -- 6.2 Application in Site -- 7 Conclusions -- References -- Dynamic Response and Long-Term Settlement of Four Overlapping Tunnels Subject to Train Load -- 1 Introduction -- 2 Engineering Background -- 3 Numerical Calculations -- 3.1 Description of Calculation Model -- 3.2 Selection of Measuring Point -- 3.3 Load Application -- 3.4 Verification of the Numerical Model -- 3.5 Calculation Method for Long-Term Settlement -- 4 Computation Result Analysis.
4.1 Dynamic Response of Overlapping Tunnel -- 4.2 Long-Term Settlement of Overlapping Tunnel -- 5 Conclusions -- References -- Dynamic Stability of Soft Soil Between Closely and Obliquely Overlapped Metro Tunnels Subjected to Moving Train Loads -- 1 Introduction -- 2 Numerical Method of Dynamic Response Between Overlapped Tunnels -- 2.1 The Closely and Obliquely Metro Tunnels -- 2.2 Three-Dimensional Track-Tunnel-Soil Model -- 2.3 Vehicle-Track Coupled Model and Cycling Vehicle Load -- 2.4 Verification of the Numerical Model -- 3 Numerical Results and Discussions -- 3.1 Characteristics of Dynamic Shear Strain Distribution -- 3.2 Cyclic Threshold Shear Strain Parameters and Dynamic Stability Analysis -- 3.3 Reinforcement Measures and Effect Evaluation -- 4 Conclusions -- References -- Research on Calculating Quantity of Utility Tunnel with Revit Secondary Development -- 1 Introduction -- 2 Methodology -- 2.1 Method Design -- 2.2 Information Typing -- 2.3 Code Identification -- 2.4 Items Assignment -- 2.5 Developing Plug-In -- 3 Application Analysis -- 4 Conclusion and Perspective -- References -- The Influence of Variation in Groundwater Table on Ground Vibrations from Underground Tunnels -- 1 Introduction -- 2 Formulation -- 3 Numerical Results and Discussion -- 4 Conclusions -- References -- Experimental Studies on Three Types of Vibration Isolators for Buildings Near Subways -- 1 Introduction -- 2 Designs of the New Isolators -- 2.1 Stacked Sandbags -- 2.2 The Improved Geosynthetics Isolator -- 2.3 Laminated Thick Rubber Isolator -- 3 Test Programs -- 3.1 Mechanical Property Tests -- 3.2 Field Experiments -- 4 Results and Discussion -- 4.1 Mechanical Properties -- 4.2 Suppression Effectiveness of the Field Experiments -- 5 Conclusions -- References -- Dynamic Response of Floating Slab Track with Variation on Failure Position of Steel Spring.
1 Introduction -- 2 Numerical Analysis Model and Its Parameters -- 3 Numerical Calculation and Results Analysis -- 3.1 Effect of Failure Position on Vibration of Track and Tunnel -- 3.2 Effect of Failure Position on Vibration and Attenuation of Soil -- 4 Conclusions -- References -- The Effect of Boundary Permeability on the Dynamic Response of the Layered Saturated Ground Subjected to an Underground Moving Load -- 1 Introduction -- 2 Physic Model and General Solutions -- 3 The Development of the TRM Method -- 4 Numerical Results -- 5 Conclusions -- References -- The Effect of Excavation Unloading on the Deformation of Existing Underlying Shield Tunnel -- 1 Introduction -- 2 Case Analysis -- 2.1 The Vertical Displacement of Tunnels -- 2.2 The Effect of the Depth of Excavation -- 2.3 The Effect of the Size of Excavation -- 2.4 The Effect of the Shape of Excavation -- 2.5 Summary of field observations -- 3 FEM Modelling of Protected Tunnel -- 3.1 Geometric Model -- 3.2 Soil Model and the Parameters -- 4 Result and Discussion -- 4.1 The Effect of the Depth of Excavation -- 4.2 The Effect of the Width of the Excavation -- 4.3 The Effect of Ground Improvement -- 4.4 The Effect of the Length of Anti-Pulling Pile -- 5 Conclusions -- References -- Intelligent Construction in Earthworks: Technology and Management -- Field Testing of Automatic Frequency Control for Intelligent Compaction of Embankments -- 1 Introduction -- 2 Methods and Materials -- 3 Results and Discussion -- 4 Conclusions -- References -- An Experimental Study on the Estimation of Field Compaction States and Stress-Strain Properties of Unbound Granular Materials from Laboratory Test Results -- 1 Introduction -- 2 Walker-Holtz Method -- 3 Soil Samples and Test Methods -- 4 Results and Discussions (Laboratory Compaction Tests) -- 4.1 Results -- 4.2 Modification of the WH-Method.
4.3 Estimation of ρd Other than (ρd)max -- 4.4 (ρd)max of Field Sample Including Large Gravel Particles -- 5 Results and Discussions (Triaxial Compression Tests) -- 6 Conclusions -- References -- A Stress-Dependent Approach for Estimation of Drum-Soil Contact Area -- 1 Introduction -- 2 Methodology -- 2.1 Contact Width -- 3 Results and Discussion -- 4 Summary and Conclusions -- References -- An Earthworks Quality Assurance Methodology Which Avoids Unreliable Correlations -- 1 Introduction -- 2 Sample Preparation for Testing -- 3 What Do Engineer Want from Testing -- 3.1 Alternative Equipment Used or QA Testing -- 4 Precision and Accuracy of Various Tests -- 5 Dendrograms for Assessing Compaction Relationships -- 6 Density PDF Used to Match Other Test Data -- 7 Conclusions -- References -- Intelligent Construction for Infrastructure-The Framework -- 1 Definition of Intelligent Construction for Infrastructure -- 2 Construction Managed by Systematic Methods -- 3 Construction Machine Learning -- 4 Entering the Big Data Era -- 5 Integration of Intelligent Technologies -- 6 Future of Intelligent Construction -- References -- Geo-statistical Evaluation of the Intelligent Compaction Performance in a Reclaimed Base Project -- 1 Introduction -- 2 Background and Methodology -- 2.1 Project Description and In-Situ Measurements -- 2.2 Compaction Measurement Values (CMVs) -- 2.3 Geo-statistical Analysis -- 3 Results and Discussion -- 3.1 First Reclaim Phase -- 3.2 Second Reclaim Phase -- 3.3 Discussion -- 4 Conclusion -- References -- CCC Systems for Vibratory and Oscillatory Rollers in Theoretical and Experimental Comparison -- 1 Introduction -- 2 Overview of CCC Systems and Previous Investigations -- 2.1 CCC with Vibratory Rollers -- 2.2 CCC with Oscillatory Rollers -- 2.3 Results from Previous Investigations -- 3 Experimental Field Tests on CCC Performance.
3.1 Compaction Device -- 3.2 Test Layout and Measuring Equipment -- 4 Results from Experimental Field Tests -- 5 Conclusions -- References -- Numerical Assessment of Impacts of Vibrating Roller Characteristics on Acceleration Response of Drum Used for Intelligent Compaction -- 1 Introduction -- 2 Development of a Finite Element Model for Simulating Soil-Drum Interaction -- 2.1 Roller Characteristics -- 2.2 Modeling of Soil -- 2.3 Finite Element Model -- 3 Results and Discussion -- 3.1 Effects of Vibration Frequency -- 3.2 Effects of Amplitude -- 3.3 Effects of Roller Weight -- 4 Conclusions -- References -- Evaluating the Influence of Soil Plasticity on the Vibratory Roller-Soil Interaction for Intelligent Compaction -- 1 Introduction -- 2 Three-Dimensional Finite Element Model -- 2.1 Adopted Soil Model -- 2.2 Adopted Roller Characteristics and 3D Model -- 3 Results and Discussion -- 4 Australian Field Experience -- 5 Conclusions -- References -- De-icing Test of the Externally Heated Geothermal Bridge in Texas -- 1 Introduction -- 2 Design and Construction -- 2.1 Test Site Conditions -- 2.2 Design of the Heated Deck and GLHE -- 2.3 Construction of Mock-up Bridge and De-icing System -- 3 System Operation and Performance -- 4 Conclusion -- References -- Climatic Effects on Geomaterial Behavior Related to Mechanics of Unsaturated Transportation Foundations -- Effect of Relative Density on the Drained Seismic Compression of Unsaturated Backfills -- 1 Introduction -- 2 Effective Stress for Unsaturated Soils -- 3 Sand Properties -- 4 Simple Shear Device with Suction-Saturation Control -- 5 Preparation of Unsaturated Specimens with Different Relative Densities -- 6 Testing Procedure and Testing Program -- 7 Experimental Results and Discussion -- 8 Conclusion -- References -- Frost Heave Protection of Concrete Pavement Subgrades -- 1 Introduction.
2 Design Standards as a Measure Against Frost Heaving.
Record Nr. UNINA-9910522983803321
Cham, Switzerland : , : Springer, , [2022]
Materiale a stampa
Lo trovi qui: Univ. Federico II
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Advances in transportation geotechnics IV Proceedings of the 4th international conference on transportation geotechnics . Volume 1 / / Erol Tutumluer [and three others], editors
Advances in transportation geotechnics IV Proceedings of the 4th international conference on transportation geotechnics . Volume 1 / / Erol Tutumluer [and three others], editors
Pubbl/distr/stampa Cham, Switzerland : , : Springer, , [2022]
Descrizione fisica 1 online resource (949 pages)
Disciplina 624.151
Collana Lecture Notes in Civil Engineering
Soggetto topico Engineering geology
Transportation engineering
ISBN 3-030-77230-6
Formato Materiale a stampa
Livello bibliografico Monografia
Lingua di pubblicazione eng
Record Nr. UNINA-9910522978103321
Cham, Switzerland : , : Springer, , [2022]
Materiale a stampa
Lo trovi qui: Univ. Federico II
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Advances in urban geotechnical engineering : proceedings of the 6th GeoChina International Conference on Civil & Transportation Infrastructures : From Engineering to Smart & Green Life Cycle Solutions - Nanchang, China, 2021 / / S. Sonny Kim, Arif Ali Baig Moghal, Jia-liang Yao
Advances in urban geotechnical engineering : proceedings of the 6th GeoChina International Conference on Civil & Transportation Infrastructures : From Engineering to Smart & Green Life Cycle Solutions - Nanchang, China, 2021 / / S. Sonny Kim, Arif Ali Baig Moghal, Jia-liang Yao
Autore Kim S. Sonny
Pubbl/distr/stampa Cham, Switzerland : , : Springer, , [2021]
Descrizione fisica 1 online resource (123 pages)
Disciplina 624.151
Collana Sustainable Civil Infrastructures
Soggetto topico Geotechnical engineering
Geotechnical engineering - Data processing
ISBN 3-030-80152-7
Formato Materiale a stampa
Livello bibliografico Monografia
Lingua di pubblicazione eng
Record Nr. UNINA-9910492144803321
Kim S. Sonny  
Cham, Switzerland : , : Springer, , [2021]
Materiale a stampa
Lo trovi qui: Univ. Federico II
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Advances in X-ray tomography for geomaterials [[electronic resource] /] / edited by Jacques Desrues, Gioacchino Viggiani, Pierre Besuelle
Advances in X-ray tomography for geomaterials [[electronic resource] /] / edited by Jacques Desrues, Gioacchino Viggiani, Pierre Besuelle
Pubbl/distr/stampa London ; ; Newport Beach, CA, : ISTE, 2006
Descrizione fisica 1 online resource (454 p.)
Disciplina 624.1/51
624.151
Altri autori (Persone) DesruesJ (Jacques)
ViggianiGioacchino
BesuellePierre
Collana ISTE
Soggetto topico Soil mechanics - Research - Data processing
Tomography
Concrete - Analysis
Rocks - Analysis
Building materials - Testing
ISBN 1-280-84778-6
9786610847785
0-470-61218-5
0-470-39484-6
1-84704-610-X
Formato Materiale a stampa
Livello bibliografico Monografia
Lingua di pubblicazione eng
Nota di contenuto Advances in X-ray Tomography for Geomaterials; Contents; Foreword; Keynote lectures; Micro-Characterization of Shearing in Granular Materials Using Computed Tomography; X-ray Micro CT for Studying Strain Localization in Clay Rocks under Triaxial Compression; Investigation of Engineering Properties of Man-made Composite Geo-materials with Micro-focus X-ray CT; X-ray Tomography as a Tool for Micromechanical Investigations of Cement and Mortar; X-ray Computed Tomography for Geotechnical Engineering; Methods and techniques
Numerically enhanced Microtomographic Imaging Method Using a Novel Ring Artefact FilterSynchrotron X-Ray microtomography: a Hig Resolution, Fast and Quantitative Tool for Rock Characterization; Applications of X-Ray Computed Tomography (CT) in Engineering Geology; Accurate Three-dimensional Measurements of Features in Geological Materials from X-ray Computed Tomography Data; New submicro- and micro-CT set-up for NDT at the UGCT facility of the Ghent University (Belgium); Combination of Dual Energy Microfocus Computed Tomography and Petrography for Objective 3D Reservoir Characterization
Optimising X-ray Computer Tomography Images with a CT-simulatorOctopus 8: A High Perfomrance Tomographic Reconstruction Package for X-ray Tube and Synchroton moci-CT; Fracture and localized deformation; Visualization of Failure Pattern Specimens Containing Surface Crack Using X-ray Computerized Tomography; Experimental Study of Compaction Bands in Diatomaceous Porous Rock; X-ray imaging of compactant strain localization in sandstone; Studies of Mechanisms Associated with Sand Production Using X Ray CT Scan
The Application of X-ray Computed Tomography for Characterization of Surface Crack Networks in Bentonite-Sand MixturesInvestigation of Crack Behavior on Cover Soils at Landfill using X-ray CT; Characterisation of Hydraulic Fractures in Limestones Using X-ray Microtomography; Characterization of Variable Aperture Rock Fractures Using X-ray Computer Tomography; Microscopic Analysis of Dynamic Loading-induced Fractures by Using Micro CT; Micro structure; Measuring Local Strains in Sandstones under Stress with Micro-computed Tomography
Visualization of Grain Motion inside a Triaxial Specimen by Micro X-ray CT at SPring-8Quantifying Consolidation and Reordering in Natural Granular Media from Computed Tomography Images; Grain Partitioning and its Applications; Development of a Three-dimensional Fabric Analysis Method using Scanning Lines and its Applications for X-ray CT Image of Geomaterials; Flow and diffusion; Study on Water Flow in Rock by Means of the Tracer-aided X-rays CT; X-Ray CT Observation and Near-Infrared Spectroscopic Measurement of Bentonite-Quartz Mixtures
Accuracy of the Two Common Semi-Analytical Equations in Predicting Asphalt Permeability
Record Nr. UNINA-9910146251803321
London ; ; Newport Beach, CA, : ISTE, 2006
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