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ویرایش: 1 نویسندگان: Hany Shehata, Sherif El-Badawy سری: Sustainable Civil Infrastructures, ISBN (شابک) : 9783030625856, 3030625869 ناشر: Imprint: Springer; Springer International Publishing سال نشر: 2021 تعداد صفحات: 231 زبان: English فرمت فایل : PDF (درصورت درخواست کاربر به PDF، EPUB یا AZW3 تبدیل می شود) حجم فایل: 51 مگابایت
در صورت تبدیل فایل کتاب Sustainable Issues in Infrastructure Engineering The official 2020 publication of the Soil-Structure Interaction Group in Egypt (SSIGE) به فرمت های PDF، EPUB، AZW3، MOBI و یا DJVU می توانید به پشتیبان اطلاع دهید تا فایل مورد نظر را تبدیل نمایند.
توجه داشته باشید کتاب مسائل پایدار در مهندسی زیرساخت انتشار رسمی 2020 گروه تعامل خاک-ساختار در مصر (SSIGE) نسخه زبان اصلی می باشد و کتاب ترجمه شده به فارسی نمی باشد. وبسایت اینترنشنال لایبرری ارائه دهنده کتاب های زبان اصلی می باشد و هیچ گونه کتاب ترجمه شده یا نوشته شده به فارسی را ارائه نمی دهد.
این کتاب شامل مجموعه ای از مقالات تحقیقاتی و عملی از فعالیت های تحقیقاتی و فناوری بین المللی در مورد پیشرفت های اخیر در مهندسی زیرساخت است. پایداری به طور فزاینده ای یک اولویت کلیدی در شیوه های مهندسی است. با پیر شدن زیرساختهای حملونقل و تاکید مجدد بر نوسازی زیرساختها توسط آژانسهای حملونقل، نوآوریها برای توسعه مواد، طرحها و شیوهها برای تضمین پایداری زیرساختهای حملونقل ضروری است.
This book includes a collection of research and practical papers from international research and technology activities on recent developments in infrastructure engineering. Sustainability is increasingly a key priority in engineering practices. With the aging transportation infrastructure and renewed emphasis on infrastructure renovation by transportation agencies, innovations are urgently needed to develop materials, designs, and practices to ensure the sustainability of transportation infrastructure.
Contents SSIGE Official Publications 2020: Part 2 FE Modeling of RC Beams Reinforced in Flexure with BFRP Bars Exposed to Harsh Conditions 1 Introduction 2 Brief Overview of the Experimental Program 2.1 Finite Element Modeling (FEM) 2.2 Material Properties 2.3 Beam Geometry and Mesh Sensitivity 2.4 Model Verification 3 Discussion of Results 4 Conclusions References Manufacturing and Mechanical Testing of Casuarina Glauca Blockboards 1 Introduction 2 Manufacturing and Testing Procedures 2.1 Production of Casuarina Glauca BlockBoard 2.2 Testing of Casuarina Glauca Blockboard 3 Results and Discussion 4 Cost Analysis and Comparison 5 Conclusions and Recommendations References Comparing Shear Strength Prediction Models of Ultra-High-Performance Concrete Girders 1 Introduction 2 Prediction Models 2.1 RILEM TC 162-TDF 2003 2.2 fib Model Code 2010 2.3 French Standard, NF P 18-710 2016 3 Shear Experiments 4 Evaluation of Prediction Models 4.1 RILEM TC 162-TDF 2003 4.2 fib Model Code 2010 4.3 French Standard, NF P 18-710 2016 5 Conclusions References Evaluation of the Performance of Gravel Road with Base Course Reinforced with Do-Nou 1 Introduction 2 Full Size Driving Test 2.1 Design of the Base Course Thickness 2.2 Cases of Full-Size Driving Test 2.3 Estimation of Bearing Capacity of Base Course in Case-1–3 2.4 Installation of Earth Pressure Gauge 2.5 Number of Passes Made by a 2-Ton Dump Truck and Measurement Items 3 Experimental Results and Discussion 3.1 Settlement of Base Course Surface 3.2 Deformation of Base Course 3.3 Load Distributions Analyzed Based on the Measured Earth Pressure 4 Conclusions References Updated Seismic Input for Next Generation of the Egyptian Building Code 1 Introduction 2 Challenges for Seismic Hazard in Egypt 3 Methodology 4 Input Data for Hazard Computation 4.1 Lithospheric Model 5 Result and Conclusion References Effect of Using Different Installation Positions for Stirrups in Enhancing the Shear Capacity of RC Beams 1 Introduction 2 Objective 3 Analytical Models and Element Types 4 Verification Models 5 Parametric Study 6 Results and Discussion 6.1 Results of the Verification Models 6.2 Results of the Parametric Study 7 Conclusions References Behavior of Reinforced SCC Short Columns Subjected to Weathering Effects 1 Introduction 2 Experimental Study 2.1 Sample Preparation 2.2 Accelerated Corrosion 2.3 Weathering Effects 3 Test Results and Discussion 4 Conclusions and Future Recommendation References Implications of Different Foamed Bitumen Stabilization Production and Curing Processes on Airport Pavement Thickness and Life 1 Introduction 2 Background 2.1 Foamed Bitumen Base Production 2.2 Foamed Bitumen Base Curing 2.3 Foamed Bitumen Base Characterization 2.4 Airport Pavement Structural Design System 3 Methods and Results 3.1 Methods 3.2 Results 4 Discussion 4.1 Effect of Production Method on Modulus 4.2 Effect of Curing Method on Modulus 4.3 Characteristic Modulus Values 4.4 Effect of Modulus on Pavement Thickness and Life 4.5 Pavement Damage with Age 5 Conclusions References Using Recycled Concrete as a Replacement for Coarse Aggregate in the Production of Green Concrete 1 Introduction 2 Problem Statement and Motivation 3 Background and Previous Research 4 Methodology 5 Materials Used 6 Results and Discussion 7 Failure Modes 8 Mathematical Model and Design Equation 9 Conclusions References A Study to Evaluate the Energy Performance for the Brownfield Building at SVNIT, Surat, Gujarat 1 Introduction 2 Need of Study 3 Study Area 4 Objective 5 Scope of Study 6 Methodology 7 Data Collection 8 Analysis 9 Conclusion References Data Mining and Performance Prediction of Flexible Road Pavement Using Fuzzy Logic Theory: A Case of Nigeria 1 Introduction 1.1 The Concept of Data Mining 1.2 The Concept of Fuzzy Logic Theory 1.3 Analysis of Systems Behaviour Using Fuzzy Logic 1.4 Pavement Management System Using Fuzzy Logic 2 Methodology 2.1 Description of Study Area 2.2 Data Collection and Description 2.3 Data Mining for IPC Classification 2.4 Development of FIS 3 Results and Discussion 3.1 Data Mining for IPC Classifications 3.2 Calibration and Validation of the FIS Model 4 Conclusion Appendix References Design and Detailing of Bridge Approach Slabs: Cast-in-Place and Precast Concrete Options 1 Introduction 2 Current Practice of Bridge Approach Slabs in US 3 Nebraska Department of Transportation (NDOT) Practice 4 Precast Bridge Approach Slab 5 Analytical Investigation 5.1 Skew Angle Effect 5.2 Volume Changes Effect 5.3 Bridge Width Effect 6 Conclusions References Exploring the Durability Specification of Coarse Aggregate Used in Airport Asphalt Mixtures 1 Introduction 2 Background 2.1 Airport Asphalt 2.2 Aggregate for Asphalt 2.3 Airport Asphalt Aggregate Specification 3 Methods and Results 3.1 Methods 4 Results 5 Discussion 5.1 Compliance with the Australian Airport Specification 5.2 Variability of Results 5.3 Effect of Fraction Size on Results 5.4 Relationships Between Durability Indicators 5.5 Efficacy of Industry Recommended Combinations 6 Conclusions References Author Index