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: Experimental and applied modeling of unsaturated soils
    sub title: proceedings of sessions of GeoShanghai 2010, June 3-5, 2010, Shanghai, China
  title info:
    title: Proceedings of the 2010 GeoShanghai International Conference
  name:
    name part: GeoShanghai International Conference (2010 : Shanghai, China)
    role:
      role term: creator
  name:
    name part: Hoyos, Laureano R.
    name part: 1972-
  name:
    name part: Zhang, Xiong
    name part: 1971-
  name:
    name part: Puppala, Anand J.
  name:
    name part: American Society of Civil Engineers
  name:
    name part: American Society of Civil Engineers
    name part: Geo-Institute.
  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
    date issued: ©2010
    date issued: 2010
    issuance: monographic
  language:
    language term: eng
  physical description:
    form: remote
    extent: 1 online resource (vi, 228 pages) : illustrations
  abstract: Proceedings of sessions of GeoShanghai 2010, held in Shanghai, China, June 3-5, 2010. Hosted by Tongji University, China; Shanghai Society of Civil Engineering, China; Chinese Institution of Soil Mechanics and Geotechnical Engineering, China. In cooperation with Alaska University Transportation Center, USA; Geo-Institute of ASCE, USA; Deep Foundation Institute, USA; East China Architectural Design and Research Institute Company, China; Georgia Institute of Technology, USA; Nagoya Institute of Technology, Japan; Transportation Research Board, USA; University of Newcastle, Australia; University of Illinois at Urbana-Champaign, USA; University of Kansas, USA; University of Tennessee, USA; Vienna University of Natural Resources and Applied Life Sciences, Austria. This Geotechnical Special Publication contains 28 papers examining the most current thinking and practices involving unsaturated soils. Geotechnical and civil engineers all over the world face problems with a wide range of geosystems involving materials that remain under partially saturated conditions throughout the year. The lack of education and training among engineering graduates and practitioners to deal properly with unsaturated soil conditions has resulted in faulty or excessively conservative designs, frequent construction delays, and deficient long-term performance of built infrastructure. Over the last few decades, however, the discipline of unsaturated soil mechanics has begun to receive increasing attention worldwide, providing better explanations for soil behavioral patterns than conventional saturated soil mechanics. Papers in this proceedings address, first, general characterization and constitutive behavior, and second, applied modeling and analysis.
  table of contents: Retention Properties and Compressibility of a Compacted Soil -- Model for Prediction of Shear Strength with Respect to Degree of Saturation -- Simple Modeling of Stress-Strain Relation for Unsaturated Soil -- Effect of Stress Paths on Shear Strength Response of Unsaturated Gassy Sand from Hangzhou Metro Project -- Novel Suction-Controlled Ring Shear Testing Apparatus for Unsaturated Soils -- Modeling Unsaturated Soil Behavior under Multiaxial Stress Paths Using a Refined Suction-Controlled Cubical Test Cell -- Effect of Saturation on Cyclic Volumetric Change of Compacted Silty Sands -- Wetting and Drying Unsaturated Soil Moisture Diffusivity Parameters -- Influence of Initial Water Content on the Collapsibility of Loess -- Treatment of Collapsible Soils by Salts Using the Double Consolidation Method -- Soil Water Characteristic Curve Parameters of Compacted Lateritic Soil Treated with Bagasse Ash -- Variations in Soil Water Characteristic Curves of Lateritic Soil Treated with Bentonite -- Analytical Solution of the Barcelona Basic Model -- Fundamentals of Unsaturated Soil Modelling: Have We Got It Right? -- Elastoplastic Modelling of Hydraulic and Mechanical Behaviour of Unsaturated Expansive Soils -- Effect of Slope Terrain on Distribution of Matric Suction in Unsaturated Slopes Subjected to Rainfall -- Three-Dimensional Slope Stability Analysis of Unsaturated Soil Slopes Subject to Reservoir Water Level Fluctuations -- Effect of Environmental Conditions on Stability of an Unsaturated Soil Slope -- Failure Mechanism of Unsaturated Volcanic Slopes Due to Rainfall and Freeze-Thaw Actions -- Centrifuge Model Tests of Slopes with Weak Layer under Rainfall -- Development of Shrinkage Model for Clays Based on Moisture Variation -- Slope Stability Analysis of Railway Embankments Considering the Effects of Vegetation and Capillarity -- Stabilization of Embankment on Expansive Soil : A Case Study -- An Empirical Method for Predicting Foundation Heave Rate in Expansive Soil …
  note: edited by Laureano R. Hoyos, Xiong Zhang, Anand J. Puppala.
  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
    topic: Simulation methods
    genre: Congresses
  subject:
    topic: Zone of aeration
    topic: Simulation methods
    genre: Congresses
  subject:
    topic: Soil moisture
    topic: Measurement
    genre: Congresses
  related item:
    title info:
      title: Experimental and applied modeling of unsaturated soils
    name:
      name part: GeoShanghai International Conference (2010 : Shanghai, China).
    origin info:
      publisher: Reston, Va. : American Society of Civil Engineers, ©2010
    identifier: (DLC) 2010012086
    identifier: (OCoLC)606234346
  related item:
    title info:
      title: Geotechnical special publication ; no. 202
  identifier: 9780784473429
  identifier: 0784473420
  identifier: 9780784411032
  identifier: 0784411034
  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: 100408
    record change date: 20240717213016.0
    record identifier: kn-ocn742513445
    language of cataloging:
      language term: eng