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 |
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 |
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 |
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 | ||
Lo trovi qui: Univ. Federico II | ||
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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 |
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 |
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 |
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 |
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 |
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 |
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 | ||
Materiale a stampa | ||
Lo trovi qui: Univ. Federico II | ||
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