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Advances in sustainable construction and resource management / / Hemanta Hazarika [et al.], editors
| Advances in sustainable construction and resource management / / Hemanta Hazarika [et al.], editors |
| Pubbl/distr/stampa | Gateway East, Singapore : , : Springer, , [2021] |
| Descrizione fisica | 1 online resource (949 pages) : illustrations |
| Disciplina | 690 |
| Collana | Lecture notes in civil engineering |
| Soggetto topico |
Architecture
Building Engineering Building materials Hazard mitigation Sustainable construction Sustainable engineering |
| ISBN | 981-16-0077-5 |
| Formato | Materiale a stampa  |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto | Recycled geomaterials in constructions Physical and numerical modeling of disaster mitigation techniques Characterization of construction materials Advancement in sustainable construction techniques Climate change independent natural disasters Innovative and sustainable techniques in geoengineering Climate change induced disasters Geological and hydrological phenomena on hazard estimation Application of information technology towards natural disaster mitigation Innovative case studies in earthquake geotechnical engineering |
| Record Nr. | UNINA-9910483329903321 |
| Gateway East, Singapore : , : Springer, , [2021] | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
Geotechnical Hazards from Large Earthquakes and Heavy Rainfalls / / edited by Hemanta Hazarika, Motoki Kazama, Wei F. Lee
| Geotechnical Hazards from Large Earthquakes and Heavy Rainfalls / / edited by Hemanta Hazarika, Motoki Kazama, Wei F. Lee |
| Edizione | [1st ed. 2017.] |
| Pubbl/distr/stampa | Tokyo : , : Springer Japan : , : Imprint : Springer, , 2017 |
| Descrizione fisica | 1 online resource (629 p.) |
| Soggetto topico |
Engineering geology
Engineering—Geology Foundations Hydraulics Natural disasters Geotechnical engineering Geoengineering, Foundations, Hydraulics Natural Hazards Geotechnical Engineering & Applied Earth Sciences |
| ISBN |
9784431562030
4-431-56205-2 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto | Initial Trigger for Slope Failures in Volcanic Ash Layer of Hillside Surface in Izu-Oshima Island in Japan due to a Typhoon Rainfall in 2013 -- A Case Study on Silty Sand Liquefaction -- Bearing Capacity of Breakwater Mound under Tsunami-induced Seepage Flow -- Verification of improvement effectiveness by compaction methods during the 2011 off the Pacific Coast of Tohoku Earthquake -- Development of rational soil liquefaction countermeasure consisting of lattice-shaped soil improvement by jet grouting for existing housing estates -- Uplift Mechanism of Rectangular Tunnel in Liquefied Soils -- Seismic Response of Geosynthetic Reinforced Earth Embankment on Different Soil Foundation -- Development of a new in-place cement-mixing method by high pressure injection -- Use of Swedish weight sounding tests for detecting liquefiable backfills reclaimed in iron sand mining pits in Asahi city of Chiba in Japan -- GIS-based study on liquefaction-induced soil subsidence in the Urayasu area due to the 2011 off the Pacific Coast of Tohoku Earthquake -- Effects of non-plastic fines on undrained cyclic behavior of loose sand -- An investigation on the liquefaction-induced sloped ground failure during the 1964 Niigata Earthquake -- Laboratory Experiments on Seepage in Liquefied Sand -- Effects of Cyclic Triaxial Loading Rates on Liquefaction Behavior of Fine-Grained Soils -- Effect of Gravel Content on Saturated Hydraulic Conductivity in Sand -- Effects of overconsolidation, cement stabilisation and unsaturation on the liquefaction resistance of Urayasu sand -- Loessial Landslides Induced by the Minxian-Zhangxian Ms6.6 Earthquake of China in 2013 -- Numerical Simulation of Run-out Behavior of Earthquake-induced Landslides -- The geometric characteristics and initiation mechanisms of the earthquake-triggered Daguangbao landslide -- Centrifuge Modeling of Relationships between Earthquake Intensities and scales of post-quake Triggering Rainfall and Landslide -- Time-prediction method of the onset of a rainfall-induced landslide based on the monitoring of surface displacement and groundwater level in the slope -- Typhoon Rainfall Induces Slope Creep, Groundwater Variation, and Slope movement -- Topographic Characteristic of the Rainfall Inducing landslide in Slate Stratum–Case of Ai-Liao Catchment, South Taiwan -- Site Investigation and In Situ Testing on Shallow Landslide Scars of Natural Slopes Covered by Volcanic Ash and Pumice Fall -- Overhaul the Anchored Slopes in Taiwan -- A study by field measurement and numerical simulation about rainfall seepage mechanism in case of torrential rainfall -- Numerical simulation for the earthquake-induced deformation of a residential-land slope reinforced with landslide prevention piles -- Centrifuge model test on slope reinforcement by Rock bolt with Facing Plate -- Numerical Simulation of Post-entrainment Debris Flow at Alluvial Fan Using FLO-2D Model -- Photomicrograph Investigation of Rock Thin Sections taken from Landslides Scree by the Eastern Honshu Earthquake, 2008 -- An Extension to Weiler–Atherton Clipping Algorithm for the Face-to-face Contact in Three-dimensional Discrete Element Method -- Application of Three-dimensional Discontinuous Deformation Analysis to Simulate Characteristics of Planar Translational Slope Failure -- Hazard mapping for earthquake induced geo-disaster chain -- Monitoring Techniques for Sediment Disaster in Mountant Area -- Seismic Performance of Piles from EQWEAP and Monte Carlo Simulation Analyses -- The overflow model experiment using the waterway for examining the countermeasure effect against the Tsunami-induced tide embankment scouring -- Analysis of a coastal structure damaged due to compound effect of earthquake and tsunami -- An Example of the Restoration Method of Levees Damaged by the Great East Japan Earthquake -- Remediation of a Failed Slope Located at Fault Fracture Zone -- Case Study of Using the Low-Pressure Grouting Method to Uplift a Tilted Building -- A Study on the Bio-treatment Technique of Ground Improvement with Urease Micro-organisms which Live in Japan -- Behavior of Breakwater Foundation Reinforced with Steel Sheet Piles under Seismic Loading -- Shaking table model tests on mitigation of liquefaction-induced distortion of shallow foundation -- Study on the effect of union basement on decreasing destruction during liquefaction -- Analysis of the lateral force on stabilizing piles in c-φ soil -- Application of Close-Range Photogrammetry for Post-Failure Reconnaissance of a Retaining Wall -- Seismic response of a newly-developed geocell reinforced soil retaining wall backfilled with gravel by shaking table model test -- Ultimate Lateral Resistance of Piles in Soils based on Active Pile Length -- Effect of backfill reinforcement on retaining wall under dynamic loading -- Numerical study on the seismic response of waterfront retaining wall reinforced with cushion -- Factors Controlling the Behavior of Piled Foundations due to Cyclic Lateral Loading -- Centrifugal model loading tests on reinforced soil retaining wall with ground water permeation -- Horizontal pressure on a non-yielding wall due to flexible and rigid strip loading -- Matric Suction and Shear Modulus of Unsaturated Compacted Lateritic Soil Subjected to Drying and Wetting -- A constant-head well permeameter measurement of saturated hydraulic conductivity in the vadose zone and the capabilities of carbon dioxide injection -- Remediation of Volcanic Ash Soil in Related to Soil Erodibility against the Heavy Rainfall -- Structural Patterns Effects on the Tensile Properties of Hexagonal Wire Meshes (12 cm x 15 cm). . |
| Record Nr. | UNINA-9910254357203321 |
| Tokyo : , : Springer Japan : , : Imprint : Springer, , 2017 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
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Sustainable geo-technologies for climate change adaptation / / Hemanta Hazarika [and seven others]
| Sustainable geo-technologies for climate change adaptation / / Hemanta Hazarika [and seven others] |
| Pubbl/distr/stampa | Singapore : , : Springer, , [2022] |
| Descrizione fisica | 1 online resource (268 pages) |
| Disciplina | 363.73874 |
| Collana | Springer Transactions in Civil and Environmental Engineering |
| Soggetto topico |
Climate change mitigation
Geotechnical engineering - Equipment and supplies |
| ISBN | 981-19-4074-6 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto |
Intro -- Organization -- Preface -- Acknowledgments -- Contents -- Editors and Contributors -- Part I Landslides and Slope Failures -- 1 Early Warning Practice for Shallow Landslides in Norway and Physical Modelling Strategies Supported by IoT-Based Monitoring -- 1.1 Introduction -- 1.2 The Norwegian Landslide Forecasting and Warning Service -- 1.2.1 Components -- 1.2.2 Validation of the Service -- 1.3 Physical-Based Modelling Strategies -- 1.3.1 Transient Rainfall Infiltration and Grid-Based Regional Slope Stability (TRIGRS) -- 1.4 Case Study -- 1.4.1 Landslide Susceptibility Assessment with TRIGRS -- 1.4.2 Strategy to Adapt IoT-Based Monitoring in Physical-Based Modelling -- 1.5 Conclusions -- References -- 2 Liquefaction-Induced Flow Failure of Gentle Slopes of Fines-Containing Loose Sands by Case Histories and Laboratory Tests -- 2.1 Introduction -- 2.2 Case Histories of Liquefaction Flow Failures in Gentle Slopes -- 2.2.1 Residential Landfill in Sapporo During 2018 Hokkaido Iburi-East Earthquake -- 2.2.2 Farm Landfill in Kitami During 2003 Tokachi-Oki Earthquake -- 2.2.3 Similarity of the Two Case Histories -- 2.3 Undrained Triaxial Tests on Sapporo Sand -- 2.3.1 Cyclic Loading Response -- 2.3.2 Monotonic Loading Response -- 2.4 Flow Failure Mechanism -- 2.4.1 Comparison with Torsional Shear Test -- 2.4.2 Effect of Fines on Flow Failure During Cyclic Loading -- 2.4.3 Possible Scenario for Hokkaido Flow Failure Cases -- 2.5 Summary -- References -- 3 A Regional-Scale Analysis Based on a Combined Method for Rainfall-Induced Landslides and Debris Flows -- 3.1 Introduction -- 3.2 Methodology -- 3.3 Modeling of Debris Flows in a Mountainous Area -- 3.3.1 Study Area Description -- 3.3.2 Modeling and Input Parameters -- 3.3.3 Results and Discussion -- 3.4 Conclusions -- References -- 4 Views on Recent Rainfall-Induced Slope Disasters and Floods.
4.1 Introduction -- 4.2 Notes on Global Climate Change -- 4.2.1 Intensity of Rainfall -- 4.2.2 Temperature of Sea Water -- 4.2.3 Historical Information on Temperature in Winter -- 4.2.4 Sea Level Rise -- 4.3 History of Rainfall-Induced Disasters in Japan from 1945 to 2020 -- 4.3.1 Rainfall Intensity that Caused Disasters -- 4.3.2 Number of Damaged Houses During Rainfall Disasters -- 4.3.3 Size of Flooded Area During Rainfall Disasters -- 4.4 Vulnerability Indices for Rainfall-Induced Disasters -- 4.4.1 Significance of Vulnerability Index -- 4.4.2 Calculation of Vulnerability Indices Based on Number of Damaged Houses -- 4.4.3 Calculation of Vulnerability Indices Based on Size of Inundated Area -- 4.4.4 Trend of Vulnerability in the Twenty-First Century -- 4.5 Reasons for Increasing Vulnerability -- 4.5.1 What to Do -- 4.6 Conclusion -- References -- 5 Appropriate Technology for Landslide and Debris Flow Mitigation in Thailand -- 5.1 Introduction -- 5.2 Types of Landslides -- 5.2.1 Slope Failure -- 5.2.2 Landslide -- 5.2.3 Debris Flow -- 5.3 General Landslide Mitigation Scheme -- 5.4 Country Context that Affects Mitigation -- 5.4.1 Right of Landowner -- 5.4.2 Law Structure and Governance -- 5.4.3 Economics -- 5.5 Landslide and Debris Flow Mitigation in Thailand -- 5.5.1 Multiway Warning System -- 5.5.2 Rainfall Threshold -- 5.5.3 Dynamic Landslide Hazard Mapping -- 5.5.4 Community-Based Landslide Warning -- 5.6 Triangle of Success -- 5.7 Conclusions -- References -- 6 Slope Creep Instability in Krajang Lor Village, Magelang Regency, Central Java, Indonesia: Inducement and Developmental Prediction -- 6.1 Introduction -- 6.2 Soil Creep Intensity -- 6.3 Methodology -- 6.3.1 Field Investigation and Laboratory Testing -- 6.3.2 Slope Stability Modeling Based on Mohr-Coulomb Failure Criterion -- 6.3.3 Logarithmic Creep Modeling -- 6.4 Results and Discussions. 6.4.1 Factors Inducing Soil Creep -- 6.4.2 The Thickness of Creep Zone and Critical Slope Angles -- 6.4.3 Developmental Creep Displacement -- 6.5 Conclusions -- References -- 7 Application and Feedback Analysis of the Freeway Slope Maintenance Management System in Taiwan -- 7.1 Introduction -- 7.2 Slope Maintenance -- 7.3 Management System -- 7.4 A Case Example -- 7.5 Conclusions -- References -- Part II Characterization of Geo-Materials -- 8 Chemical and Mechanical Properties of Geopolymers Made of Industrial By-Products Such as Fly Ash, Steel Slags and Garbage Melting Furnace Slags -- 8.1 Introduction -- 8.2 Materials -- 8.2.1 Preparation of Geopolymer Materials -- 8.2.2 Chemical Compositions of Geopolymer Materials -- 8.2.3 Making Geopolymer Samples -- 8.3 Tests and Results -- 8.3.1 Compression Tests -- 8.3.2 Test Results -- 8.4 Discussion -- 8.4.1 Correlation Between ηopt and Chemical Compositions of Binders -- 8.4.2 Correlation Between qumax and Ccas -- 8.4.3 Shrinkage of Geopolymer Samples -- 8.4.4 Relationship Between qumax and Density ρt for Geopolymer Sample and Natural Rock -- 8.5 Conclusions -- References -- 9 Characteristics of Re-liquefaction Behaviors of the Typical Soils in the Aso Area of Kumamoto, Japan -- 9.1 Introduction -- 9.2 Test Conditions -- 9.2.1 Test Materials -- 9.2.2 Test Apparatus and Program -- 9.3 Tests Results and Discussions -- 9.3.1 Liquefaction Behaviors of Pure Volcanic Soil -- 9.3.2 Liquefaction Behaviors of Kuroboku Removed Fines -- 9.3.3 Liquefaction Behaviors of the Erupted Soil from the Sand Boiling Site -- 9.3.4 Comparison of Liquefaction Behaviors Between Toyoura Sand, Kuroboku, and the Erupted Soil from the Sand Boiling Site -- 9.4 Conclusions -- References -- Part III Sustainable Development for Infrastructures -- 10 Sustainable Transport Infrastructure Adopting Energy-Absorbing Waste Materials. 10.1 Introduction -- 10.2 Large-Scale Laboratory Tests -- 10.2.1 Large-Scale Cubical Triaxial Tests -- 10.2.2 Drop Hammer Impact Tests -- 10.3 Finite Element Modelling of Using Waste Tyres in Tracks -- 10.4 Field Test -- 10.5 Conclusions -- References -- 11 Life Cycle Sustainability Assessment: A Tool for Civil Engineering Research Prioritization and Project Decision Making -- 11.1 Introduction -- 11.2 LCSA Methodology -- 11.2.1 Background on LCSA -- 11.2.2 Important Terminology -- 11.2.3 LCSA for Research Evaluation and Advancement -- 11.3 LCSA Example -- 11.3.1 MICP Formulation Optimization at the Laboratory Scale -- 11.3.2 Evaluation of Meter-Scale MICP Tests -- 11.3.3 Development of BAU Benchmarks for Comparison to MICP -- 11.4 Conclusions -- References -- 12 Role of the Indonesian Society for Geotechnical Engineering in the Development of Sustainable Earthquake-Resilience Infrastructure in the Recent Years -- 12.1 Introduction -- 12.2 Sedimentary Basin Effect in Seismic Hazard Map Design of Jakarta -- 12.3 Jakarta City Risk Assessment -- 12.4 Palu Earthquake Analysis and Report 2018 -- 12.5 Development and Updating of Standard on Seismic Load Design for Conventional Bridges in Indonesia -- 12.6 Indonesian Earthquake Hazard Map 2017 Development -- 12.7 Establishment of Nalodo Research Center -- 12.8 Conclusions -- References -- Part IV Adaptation to Climate Change-Induced Hazards -- 13 Climate Change-Induced Geotechnical Hazards in Asia: Impacts, Assessments, and Responses -- 13.1 Introduction -- 13.2 Recent Natural Disasters Caused by Climate Change -- 13.2.1 Brief Review of Asian Natural Disasters -- 13.2.2 Compound Disaster Importance (Yasuhara 2016a -- Yasuhara et al. 2017) -- 13.3 Recent Trends of Factors Triggering Sediment Disasters -- 13.3.1 Influence of Climate Change. 13.3.2 Sediment Disaster and Precipitation (Yasuhara 2016a, Yasuhara et al. 2017) -- 13.3.3 Earthquake Tendency -- 13.3.4 Sediment Disaster Prediction -- 13.4 Compound Disasters -- 13.4.1 Compound Disasters Related to Sea-Level Rise -- 13.4.2 Compound Disasters Related to Earthquakes (Yasuhara 2016a -- Yasuhara et al. 2017) -- 13.5 Response Measures: Geotechnical Adaptation Development -- 13.5.1 Resilience Against Climate Change-Induced Disaster Risks -- 13.5.2 From Rigid to Flexible Structures -- 13.5.3 From Reactive to Proactive Measures -- 13.5.4 Monitoring Importance -- 13.5.5 Synergy of Mitigation with Adaptation -- 13.5.6 Combined Green-Infrastructure with Grey-Infrastructure -- 13.5.7 Utilization of Industrial By-Products -- 13.6 Recommendation from Geotechnical Engineering -- 13.7 Conclusion -- References -- 14 Effect of Vessel Waves on Riverbank Erosion: A Case Study of Mekong Riverbanks, Southern Vietnam -- 14.1 Introduction -- 14.2 Research Methods -- 14.2.1 Monitoring the Ship-Generated Waves -- 14.2.2 Experimental Jet Test -- 14.3 Analysis Results -- 14.3.1 Vessel Waves -- 14.3.2 Analysis Result of Jet Test -- 14.4 Discussion -- 14.5 Conclusions -- References -- 15 Sustainability and Disaster Mitigation Through Cascaded Recycling of Waste Tires-Climate Change Adaptation from Geotechnical Perspectives -- 15.1 Introduction -- 15.2 Tire-Derived Geomaterials as a Drainage Material -- 15.2.1 Large-Scale Triaxial Compression and Permeability Tests -- 15.2.2 Test Results -- 15.3 Performance of Gravel-Tire Chips Mixture Drains -- 15.3.1 Test Cases and Test Producers -- 15.3.2 Test Results -- 15.4 Concluding Remarks -- References. |
| Record Nr. | UNINA-9910627253703321 |
| Singapore : , : Springer, , [2022] | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||