rdf-syntax-grammar
mods:
  schema location: http://www.loc.gov/mods/v3 http://www.loc.gov/standards/mods/v3/mods-3-2.xsd
  title info:
    title: Soil behavior and geo-micromechanics
    sub title: proceedings of sessions of GeoShanghai 2010, June 3-5, 2010, Shanghai, China
  name:
    name part: GeoShanghai International Conference (2010)
    role:
      role term: creator
  name:
    name part: Meier, Roger (Roger W.)
  name:
    name part: Abbo, Andrew.
  name:
    name part: Wang, Linbing
    name part: 1963-
  name:
    name part: American Society of Civil Engineers
  type of resource: text
  genre: bibliography
  genre: conference publication
  genre: elektronické knihy
  genre: electronic books
  origin info:
    place:
      place term: vau
    place:
      place term: Reston, Va
    publisher: American Society of Civil Engineers
    publisher: Geo-Institute
    date issued: ©2010
    date issued: 2010
    issuance: monographic
  language:
    language term: eng
  physical description:
    form: remote
    extent: 1 online resource (vii, 284 pages) : illustrations
  abstract: Soil Behavior and Geo-Micromechanics contains 41 papers addressing many different areas of soil behavior, constitutive modeling, and geo-micromechanics. The papers in this Geotechnical Special Publication range from experimental studies of soil shear strength and compressibility to theoretical advances in BiotÆs consolidation theory and constitutive modeling. The research described in this proceedings advances our understanding of soil as an engineering material and improves our ability to model the behavior of soil in slopes, foundations, and earth structures.
  abstract: The papers in this publication were presented during the GeoShanghai 2010 International Conference held in Shanghai, China, June 3-5, 2010. --Book Jacket.
  table of contents: Cover -- Contents -- Soil Behavior -- One-Dimensional Consolidation of Saturated Clays under Time-Dependent Loadings Considering Non-Darcy Flow -- Applications of Adaptive Time Stepping in Analysis of Biot Consolidation -- A Calculation Method of Secondary Compression Index for Natural Sedimentary Clays Using Void Index -- Compressibility Behavior of Soft Clay Sediments -- Strain Softening and Instability of Loose Sand in Plane-Strain Compression Tests -- A Case Study of Undrained Shear Strength Evaluation from In Situ Tests in Soft Louisiana Soils
  table of contents: Critical State Parameters of Kentucky ClayComparison in Mechanical Behavior between Undisturbed and Reconstituted Shanghai Soft Clay -- Correlation between Different Physical and Engineering Properties of Tropical Peat Soils from Sarawak -- Comparison of Laboratory and Field Moduli of Compacted Geo-Materials -- Characterization of Compacted Loess by Electrical Resistivity Method -- The Ultimate Uplift Capacity of Multi-Plate Anchors in Undrained Clay -- Constitutive Modeling
  table of contents: Vertical Stress under Point Load on Cross-Anisotropic Elastic Half-Space with Reduced Parameter Material ModelCalibration of 3-D Failure Criteria for Soils Using Plane Strain Shear Strength Data -- Improvement of Thermomechanical Model for Soil and Its FEM Analysis -- A Three-Dimensional Unified Hardening Model for Anisotropic Soils -- A Two Yielding Surface Elasto-Plastic Model with Consideration of Grain Breakage -- Modification of Subloading t[sub(ij)] Model for Soft Rock -- A Rate-Dependent Constitutive Model for Sand and Its FEM Application
  table of contents: A Double Modified Plastic Work-Hardening Constitutive Model for Sand under Plane-Strain ConditionsClay Subjected to Cyclic Loading: Constitutive Model and Time Homogenization Technique -- Modeling Anisotropic, Debonding, and Viscous Behaviors of Natural Soft Clays -- On the Modeling of Anisotropy and Destructuration of Shanghai Soft Clay -- Hypoplastic Model for Simulation of Deformation Characteristics of Bangkok Soft Clay with Different Stress Paths -- Geo-Micromechanics -- Role of Microstructure in the Mechanical Behaviour of Clay
  table of contents: A Microstructural Approach for Modeling the Mechanical Behavior of Structured ClaysEngineering Properties and Micro-Structural Characteristics of Cohesive Soil in the Interactive Marine and Terrestrial Deposit -- Investigating the Microstructure of Compacted Crushed Callovo-Oxfordian Argillite -- Analytical Solution and Numerical Simulation of Shear Bands along Different Stress Paths in Three-Dimensional Stress State -- Comparative Modeling of Shear Localization in Granular Bodies with FEM and DEM -- A Micro-Mechanical Simulation of Sand Liquefaction Behavior by DEM
  note: edited by Roger Meier, Andrew Abbo, Linbing Wang.
  note: Plný text je dostupný pouze z IP adres počítačů Univerzity Tomáše Bati ve Zlíně nebo vzdáleným přístupem pro zaměstnance a studenty
  note: Includes bibliographical references and indexes.
  subject:
    topic: Soil mechanics
    genre: Congresses
  subject:
    topic: Soil micromorphology
    genre: Congresses
  related item:
    title info:
      title: Soil behavior and geo-micromechanics
    name:
      name part: GeoShanghai International Conference (2010).
    origin info:
      publisher: Reston, Va. : American Society of Civil Engineers : Geo-Institute, ©2010
    identifier: (DLC) 2010012084
  related item:
    title info:
      title: Geotechnical special publication ; no. 200
  identifier: 9780784473405
  identifier: 0784473404
  identifier: 9781680155938
  identifier: 1680155938
  identifier: 0784411018
  identifier: 9780784411018
  identifier: https://proxy.k.utb.cz/login
  access condition: Plný text je dostupný pouze z IP adres počítačů Univerzity Tomáše Bati ve Zlíně nebo vzdáleným přístupem pro zaměstnance a studenty
  record info:
    record content source: E7B
    record creation date: 100407
    record change date: 20240717213016.0
    record identifier: kn-ocn742513416
    language of cataloging:
      language term: eng