Arama Sonuçları - drainage area
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Urban Water Management for Future Cities Technical and Institutional Aspects from Chinese and German Perspective /
Baskı/Yayın Bilgisi 2019İçindekiler: “…Cross-boundary Evolution of Urban Planning and Urban Drainage Towards the Water Sensitive "Sponge City" (Meiyue Zhou. …”
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2
Ground Improvement Techniques and Geosynthetics IGC 2016 Volume 2 /
Baskı/Yayın Bilgisi 2019İçindekiler: “…THEME 3 : GROUND IMPROVEMENT AND GEOSYNTHETICS -- Behaviourial Study on Geopolymer Column in Soil -- A Study of Parameters Influencing Efficiency of Micropile Groups -- Alteration of CBR Values in Soft Soils using Enzymatic Lime -- Factors which Influence PVD Performance in Soft Clay Consolidation -- Experimental Study of Heave Control Technique for Expansive Soil using Micropiles and Geotextile Layers -- Effect of Underground Void on the Internal Stress Distribution in Soil -- Influence of Properties of Infill Material on the Behaviour of Geocells -- Investigation of Glass Fiber Reinforcement Effect on the CBR Strength of Cohesive Soil -- Bearing Capacity of Strip Footing on Clay Soil Reinforced with Metal Strips and with Anchors -- Application of Microbial Induced Carbonate Precipitation for Soil Improvement Via Ureolysis -- Influence of Organic Content on Fly Ash Stabilisation of Clay -- Strength Behaviours of the Clayey-Silt Soil Mixed with Fly Ashand Sand -- Strength Behaviour Of Expansive Soil Treated With Quarry Dust And Ferric Chloride -- Lime Stabilization of Subgrade with Waste Sand as Partial Soil Replacement -- Assessment Of Vetiver Grass Root-Reinforcement In Strengthening The Soil -- Geotechnical Aspects of Constructions Along the Canal Embankment using Rice Husk Ash as Stabilizer -- Use of Jhama Columns as Replacement of Stone Columns -- Laboratory Study on the Performance of Geo-Synthetic Reinforced Sand Bed -- Repeated Load Response of Encapsulated Granular Trench Supported Footings on Embankments -- Re-Appraisal of Physico-Mechanical Stability of Lime Treated Soils -- Back analysis of PVD performance in Mumbai Port -- Discharge and Absorption Capacity Tests on Composite Prefabricated Vertical Drains -- Stabilization of Clay at Sunnam Cheruvu Area in Nadergul, Hyderabad using Organic Waste -- The Tensile Strength Behavior of Lime Stabilized Soft Soil with Inclusion of Plastic Fiber -- Pullout Behaviour of Geosynthetics - a Review of Laboratory Testing Techniques -- Model Study on Cyclic Loading Responses of Flexible Pavement System Laid on Expansive Subgrade -- Evaluating the Strength Characteristics of Lime and Metakaolin Stabilized Expansive Soil -- Ground Improvement using Sand Columns to Mitigate Liquefaction - a Case Study -- Stabilization of Expansive Soil with Red Mud and Lime -- California Bearing Ratio and Permeability Behaviour of Fly Ash Reinforced with Geotextiles -- Influence of Granulated Blast Furnace Slag Contents on California Bearing Ratio Value of Clay Gbfs Mixture -- Geocell Reinforced Dense Sand Bases Overlying Weak Sand Subgrades Under Repeated Loading -- Load-Settlement Behaviour of Granular Pile on Cochin Marine Clay using Recycled Aggregate -- Transmissivity of Coir Latex Composite -- Influence of Combined Vertical and Horizontal Reinforcement on Granular Piles in Soft Clays -- Effect of Ggbs and Lime on the Strength Characteristics ofBlack Cotton Soil -- Soil Improvement using Microbial: a Review -- Long Term Strength Studies on Natural Fibre Composite (N-F-C) Sheets for Use as Separator in Flexible Pavements in Terms of CBR Values -- Coefficient of Consolidation for Vertical and Radial Drainage -- Comparative Analysis of Strength Characteristics of Soil Reinforced with Coir and Polypropylene Fibers -- Geo-Engineering Properties of Sedimented Flyash Bed Stabilized by Chemical Columns -- A Short Review of Geosynthetic Granular Column Treatment of Soft Clay Soils -- Engineered Anti Erosion Works Along the Right Bank of Jiabharali River in Assam -- Static and Cyclic Properties of Eps Geofoam -- Swell Behavior of Expansive Soils with Stabilized Fly Ash Columns.…”
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3
Introduction to Refractories for Iron- and Steelmaking.
Baskı/Yayın Bilgisi 2020İçindekiler: “…2.3.3.1 Input-Output in LD Converter -- 2.3.3.2 Reactions in BOF -- 2.3.3.3 Reaction Equilibrium in BOF Steel Making -- 2.3.3.4 Bottom-Stirring Practice in LD Converter -- 2.3.4 Secondary Refining Process -- 2.4 Type of Processes and Special Consideration -- 2.4.1 Ladle Furnaces -- 2.4.1.1 Refining of Liquid Steel -- 2.4.1.2 Steel Alloying -- 2.4.1.3 Stirring Liquid Bath in Ladles -- 2.4.1.4 Chilling Effect on Alloy Addition -- 2.4.1.5 Preheating of Steel Ladle -- 2.4.2 RH-Degasser -- 2.4.2.1 Basics of RH Process -- 2.4.2.2 Multifunctional Burner (MFB) in RH-OB -- 2.4.2.3 Ultra-Low Carbon Steel in RH Vessel -- 2.4.3 CAS-OB -- 2.4.3.1 Basics of CAS-OB -- 2.4.3.2 CAS-OB Reheating -- 2.4.3.3 Refractory Erosion and Snorkel Life -- References -- Chapter 3: Blast Furnace Refractory -- 3.1 Introduction -- 3.2 Demand on Refractory Lining -- 3.2.1 Refractory Practice in Stack -- 3.2.2 Refractory Practice in Bosh and Belly -- 3.2.3 Refractory Practice in TJ Area -- 3.2.3.1 Use of Ramming Masses in Blast Furnace Lining -- 3.2.4 Refractory Practices in Hearth -- 3.2.4.1 Source and Quality of Graphite -- 3.2.4.2 Hot-Pressed Carbon -- 3.2.4.3 Thermal Conductivity -- 3.2.4.4 Corrosion Resistance -- 3.3 Refractory Maintenance Practice -- 3.3.1 Robotic Stack Gunning -- 3.3.1.1 Arrangements for Robotic Gunning -- 3.3.1.2 Blast Furnace Wall Cleaning -- 3.3.2 Grouting Refractory -- 3.3.2.1 Decisions on Grouting in Stack and Bosh -- 3.3.2.2 Preparation for Grouting -- 3.3.2.3 Decision on Grouting in Hearth Side Wall -- 3.3.3 TiO2 Injection [18] -- 3.4 Consideration to Prolong Blast Furnace Campaign -- 3.4.1 Designing Features -- 3.4.1.1 Design on Thermal Gradient -- 3.4.1.2 Heat Conduction in a Multilayer Refractory Lining in Straight Wall -- 3.4.1.3 Heat Flux Calculation through Circular Wall -- 3.4.1.4 Design on Thermo-Mechanical Stress.…”
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