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  • 1
    Keywords: Engineering geology. ; Civil engineering. ; Geotechnical engineering. ; Buildings Design and construction. ; Geoengineering. ; Civil Engineering. ; Geotechnical Engineering and Applied Earth Sciences. ; Building Construction and Design.
    Description / Table of Contents: Chapter 1. Effect of Microscopic Properties on the Mechanical Behavior of Gravelly Soil by Using DEM -- Chapter 2. Research on Large Deformation Control Measures of Surrounding Rock in Jointed and Altered Granite Stratum of High Ground Stress Tunnel -- Chapter 3. Multi-channel Singular Spectrum Analysis of Geocenter Motion and Precise Prediction of Earth's Motion -- Chapter 4. Monitoring of the Turag River Dyke in Dhaka City Using Ground Penetrating Radar (GPR): A New Approach of Flood Risk Reduction in Bangladesh -- Chapter 5. Relationships between Compressive and Splitting Tensile Strengths of Cast and Core High-Strength Concrete Cylinders -- Chapter 6. Predicting the Small Strain Stiffness of a Calcareous Sand Considering Sample Preparation Method and Stress Path -- Chapter 7. Explicit Integration and Implementation of State-dependent Constitutive Model for Rockfill Materials -- Chapter 8. Expander Bodies Provide Increased Axial Resistance to Full Drilled Displacement Piles for World Trade Center Towers in Bolivia -- Chapter 9. Utilization and Regulations of Innovative Technology to Improve Road Safety via Drivers’ Warnings and Enforcement.
    Abstract: Advancement in design and construction to embrace the impact of rapid global urbanization growth in infrastructure development is inevitable. The proceedings include many smart and green solutions for civil infrastructures, incorporating geotechnical and engineering geology aspects. The articles presented in this volume are attempts made by the researchers and practitioners to address many geotechnical challenges, based on the state-of-the-art practices, innovative technologies, new research results and case histories in construction and design towards safer and cost effective infrastructures. This volume covers a wide range of topics with direct relevance to people within the broad field of geomechanics, including consultants, contractors, academics, materials suppliers and the owners and operators of civil infrastructures. Many papers associated with numerical modeling of transport infrastructure, advanced soil and rock testing, field monitoring, tunnelling, expansive soils, geo-center motion, triaxial and dynamic testing, piles etc. are included. The content is based on the contributions to the 6th GeoChina International Conference on Civil & Transportation Infrastructures: From Engineering to Smart & Green Life Cycle Solutions -- Nanchang, China, 2021.
    Type of Medium: Online Resource
    Pages: X, 127 p. 77 illus., 57 illus. in color. , online resource.
    Edition: 1st ed. 2021.
    ISBN: 9783030796501
    Series Statement: Sustainable Civil Infrastructures,
    DDC: 624.15
    Language: English
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  • 2
    Electronic Resource
    Electronic Resource
    Springer
    Acta mechanica Sinica 7 (1991), S. 147-156 
    ISSN: 1614-3116
    Keywords: variational principle ; finite element method ; perforated thin plate ; buckling and post-buckling analysis
    Source: Springer Online Journal Archives 1860-2000
    Topics: Mechanical Engineering, Materials Science, Production Engineering, Mining and Metallurgy, Traffic Engineering, Precision Mechanics , Physics
    Notes: Abstract On the basis of the general theory of perforated thin plates under large deflections[1, 2], variational principles with deflectionw and stress functionF as variables are stated in detail. Based on these principles, finite element method is established for analysing the buckling and post-buckling of perforated thin plates. It is found that the property of element is very complicated, owing to the multiple connexity of the region.
    Type of Medium: Electronic Resource
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  • 3
    Electronic Resource
    Electronic Resource
    Springer
    Applied mathematics and mechanics 12 (1991), S. 469-480 
    ISSN: 1573-2754
    Keywords: non-axisymmetric edge forces ; variational principle ; finite element method ; post-buckling behaviour
    Source: Springer Online Journal Archives 1860-2000
    Topics: Mechanical Engineering, Materials Science, Production Engineering, Mining and Metallurgy, Traffic Engineering, Precision Mechanics , Mathematics , Physics
    Notes: Abstract On the basis of both the general theory [1,2] and the finite element method [4] of perforated thin plates with large deflection,the buckling and post-buckling of annular plates under non-axisymmetric plane edge forces are studied.
    Type of Medium: Electronic Resource
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