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BL
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| Record Number
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859612
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GeoMEast International Congress and Exhibition(2nd :2018 :, Cairo, Egypt)
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| Title & Author
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Sustainable tunneling and underground use : : proceedings of the 2nd GeoMEast International Congress and Exhibition on Sustainable Civil Infrastructures, Egypt 2018 -- the official International Congress of the Soil-Structure Interaction Group in Egypt (SSIGE) /\ Mona Badr, Ayman Lotfy, editors.
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| Publication Statement
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Cham, Switzerland :: Springer,, [2019]
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| Series Statement
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Sustainable Civil Infrastructures
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| Page. NO
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1 online resource
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| ISBN
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3030018849
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: 9783030018849
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3030018830
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9783030018832
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| Bibliographies/Indexes
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Includes bibliographical references and index.
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| Contents
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Intro; Contents; About the Editors; An Approach for Optimization of Drilled Shaft Design in Dubai; Abstract; 1 Very Breif Background on the Geology of Dubai; 2 Advantages of Drilled Shafts; 3 Overview of the Behaviour of Typical Drilled Shafts Under Compressive Loading; 4 Additional Design Considerations for Rock Sockets; 5 Settlement Behaviour and Load Transfer Prediction; 5.1 L1-L2 Rule: Drilled Shaft Load -- Settlement Behavior (Chen and Kulhawy 2002); 6 Local Drilled Pile Design Practice; 7 Theoretical Assessment of Maximum Side Friction in Local Practice.
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2.1 Overview of the Site2.2 Experimental Support; 2.3 Slurry Shield TBM; 3 Computational Modelling; 3.1 Finite Difference Model; 3.2 Modelling Sequence; 4 Results; 5 Conclusion; References; Convergence-Confinement Method Applied to Shallow Tunnels; Abstract; 1 Introduction; 2 Convergence-Confinement Method (CCM); 2.1 Ground Reaction Curve (GRC); 2.2 Longitudinal Deformation Profile (LDP); 2.3 Support Characteristic Curve (SCC); 3 Shell Theory and the Development of the Equilibrium Equations; 3.1 Convergence-Confinement Method and the Expression of the Surcharges Applied on the Shell.
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3.2 The Third Dimension of the Excavation and the Deconfinement Rate3.3 Development of the Equilibrium Equations; 3.4 Overview of Continuity and Boundary Conditions; 3.4.1 Boundary Conditions; 3.4.2 Continuity Conditions; 3.5 Overview of the Finite Difference Method of Solving Differential Equations; 4 Validation of the Method Through Simple Cases and Comparison with a Numerical Calculation of Finite Element Type; 4.1 Radial Pressure of 100 KPa; 4.2 Orthoradial Pressure of 100 KPa; 5 Discussion; 6 Conclusion; References.
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8 Optimization of Design Procedure9 Compressive Strength of IGM; 10 Conclusion; References; Effect of Soil Parameter on the Long Drive Micro-tunelling Process a Case Study of Al Jadaf Area, Dubai, UAE; Abstract; 1 Introduction; 2 Field Exploration Programme; 3 SPT Value and Its Effect on Actual Surface Settlement; 4 Effect of Ground Water Table on Actual Surface Settlement; 5 Local Conditions of Micro-Tunnelling in Jadaf Area; 6 Comparation on Different Soil Parameter, Theoretical and Actual Surface Settlement; 7 Overcut and Geological Condition; 8 Conclusions; Acknowledgments; References.
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Probabilistic and Deterministic Analysis of an Excavation Supported by Tiebacks and Nailing in Residual Soil of GneissAbstract; 1 Introduction; 1.1 Safety Factors; 1.2 Variations in Soil Parameters; 1.3 Types of Analysis; 1.4 Probability of Rupture and Reliability Index; 1.5 Resistance of the Soil / Nail Contact; 1.6 Materials and Methods; 1.7 Results and Analysis; 2 Conclusions; Acknowledgments; References; Ground Movements Induced by Tunnels Excavation Using Pressurized Tunnel Boring Machine-Complete Three-Dimensional Numerical Approach; Abstract; 1 Introduction; 2 Ground Conditions and TBM.
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| Abstract
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This volume comprises a set of high-quality, refereed papers that address the different aspects related to the geotechnical and structural design and construction of deep excavations, tunnels and underground space facilities as well as the effect of their construction on the surroundings. The papers cover planning, design, modeling, monitoring and construction aspects of these essential structures. The utilization of underground space using tunneling and deep excavations has become much needed to support the increasing needs of urban environments and to allow for functional extensions and sustainable developments in heavily congested areas. Recently, more utilities and transportation transit systems have been relocated underground because of scarcity of surface space. The growing interest in the use of underground space has necessitated commensurate advancements in related fields (geotechnical engineering, engineering geology and structural engineering), design tools, construction techniques and analytical and interpretation methods. The volume is based on the best contributions to the 2nd GeoMEast International Congress and Exhibition on Sustainable Civil Infrastructures, Egypt 2018 - The official international congress of the Soil-Structure Interaction Group in Egypt (SSIGE).
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| Subject
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Sustainable development, Congresses.
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Tunneling-- Environmental aspects, Congresses.
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Building construction materials.
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Building skills trades.
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Economic geology.
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Meteorology climatology.
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Sustainable development.
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TECHNOLOGY ENGINEERING-- Civil-- General.
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Tunneling-- Environmental aspects.
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Geotechnical Engineering Applied Earth Sciences.
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Building Construction and Design.
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Construction Management.
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Geoengineering, Foundations, Hydraulics.
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| Dewey Classification
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624.193
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| LC Classification
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TA805
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| Added Entry
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Badr, Mona
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Lotfy, Ayman
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Soil-Structure Interaction Group in Egypt.
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