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000823162 019__ $$a1005135313$$a1011953908
000823162 020__ $$a9783319638898$$q(electronic book)
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000823162 0247_ $$a10.1007/978-3-319-63889-8$$2doi
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000823162 1112_ $$aGeoMEast International Congress and Exhibition$$n(1st :$$d2017 :$$cEgypt)
000823162 24510 $$aGround improvement and earth structures :$$bproceedings of the 1st GeoMEast International Congress and Exhibition, Egypt 2017, on sustainable civil infrastructures /$$cMounir Bouassida, Mohamed A. Meguid, editors.
000823162 264_1 $$aCham, Switzerland :$$bSpringer,$$c[2018]
000823162 264_4 $$c©2018
000823162 300__ $$a1 online resource.
000823162 336__ $$atext$$btxt$$2rdacontent
000823162 337__ $$acomputer$$bc$$2rdamedia
000823162 338__ $$aonline resource$$bcr$$2rdacarrier
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000823162 4901_ $$aSustainable Civil Infrastructures,$$x2366-3405
000823162 504__ $$aIncludes bibliographical references and index.
000823162 5050_ $$aPreface; Contents; Active Earth Pressure on Retaining Walls with Unsaturated Soil Backfill; Abstract; 1 Introduction; 2 Problem Statement and Assumptions; 3 Method of Analysis; 3.1 Shear Strength Based on Modified Mohr-Coulomb Failure Criterion; 3.2 Active Earth Pressure in Unsaturated Soil; 3.3 Distribution of Active Earth Pressure; 3.4 Depth of Tensile Crack; 3.5 Magnitude of Active Earth Pressure with Tensile Crack; 4 Results and Discussion; 5 Comparison with Available Solutions; 6 Conclusions; References
000823162 5058_ $$aEffect of Geofoam Inclusion on Deformation Behavior of Buried Pipelines in Cohesive SoilsAbstract; 1 Introduction; 2 Motivation Behind Present Study; 3 Model Materials; 3.1 Soil; 3.2 Geofoam; 3.3 HDPE pipe; 4 Model Test Package and Test Procedure; 4.1 Model Test Package; 4.2 Test Procedure; 5 Test Program; 6 Analysis and Interpretation; 7 Image Analysis; 8 Results and Discussion; 8.1 Influence of geofoam width and geofoam density; 9 Conclusions; 9.1 Limitations; Acknowledgements; References; Response of Strip Footing Adjacent to Nonyielding Basement Wall; Abstract; 1 Introduction
000823162 5058_ $$a2 Laboratory Testing Program2.1 Testing Facility and Materials; 2.2 Instrumentations and Applied Vertical Stresses; 3 Results and Discussion; 3.1 Strip Footing Vertical Stress and Settlement; 3.1.1 Footing Vertical Stress; 3.1.2 Footing Vertical Settlement; 3.1.2 Footing Vertical Settlement; 3.2 Lateral Deflection of Nonyielding Wall; 3.3 Force Response of Nonyielding Wall; 3.3.1 Wall Footing Vertical Forces; 3.3.2 Wall Horizontal Forces; 4 Conclusions; Acknowledgments; References; 3D Modeling of EPS Geofoam Buffers Behind Diaphragm Walls; Abstract; 1 EPS Buffers for Retaining Walls
000823162 5058_ $$a2 EPS Mechanical Properties3 Numerical Model; 4 Verification Using a Physical Prototype; 4.1 Prototype Description; 4.2 Prototype Results; 4.3 FE Model Verification; 5 Conclusions; Acknowledgements; References; A Case Study of Efficient Solution for Very High Geogrid-Reinforced Retaining Wall; Abstract; 1 Introduction; 2 Case Study; 2.1 Description of Muralex GRS Wall; 2.2 Considerations and Design; 2.2.1 Limit Equilibrium Analyses -- ASD Design; 2.2.2 Numerical Simulation; 3 Conclusions; Acknowledgements; References
000823162 5058_ $$aNumerical Simulations of Ground Improvement Using Stone Columns in "Bouregreg Valley"Abstract; 1 Introduction; 2 Site Characterization; 3 Reference Cases; 4 Layers Effects; 5 Meshing and Boundaries; 6 Column-Soil Interface; 7 Constitutive Models; 7.1 Mohr Coulomb Model; 7.2 Hardening Soil Model; 8 Comparison of Finite Element Analysis (Plaxis 3DF) with Analytical Methods; 9 Parametric Studies (Case of an Isolated Column); 9.1 Layers and the Area Ratio; 9.2 Friction Angle of Column Material; 9.3 Constitutive Models of Column Material; 10 Parametric Studies (Case of a Group of Columns)
000823162 506__ $$aAccess limited to authorized users.
000823162 520__ $$aThis volume contains research articles that cover a wide range of topics related to ground improvement and subsurface structures. Selected papers represent the state-of-the-art in the analysis and design of reinforced retaining walls, diaphragm walls and buried pipes. In addition, topics related to ground improvement using vacuum consolidation and deep mixing techniques are also included. This volume is part of the proceedings of the 1st GeoMEast International Congress and Exhibition on Sustainable Civil Infrastructures, Egypt 2017.
000823162 588__ $$aVendor-supplied metadata.
000823162 650_0 $$aSustainable construction$$vCongresses.
000823162 650_0 $$aCivil engineering$$vCongresses.
000823162 7001_ $$aBouassida, Mounir,$$eeditor.
000823162 7001_ $$aMeguid, Mohamed A.,$$eeditor.
000823162 77608 $$iPrint version: $$z9783319638881
000823162 830_0 $$aSustainable civil infrastructures.
000823162 852__ $$bebk
000823162 85640 $$3SpringerLink$$uhttps://univsouthin.idm.oclc.org/login?url=http://link.springer.com/10.1007/978-3-319-63889-8$$zOnline Access$$91397441.1
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