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: Controlling Differential Settlement of Highway Soft Soil Subgrade
    sub title: A New Method and Its Engineering Applications
  name:
    name part: Zhu, Hanhua.
    role:
      role term: creator
    role:
      role term: author.
    role:
      role term: aut
    role:
      role term: http://id.loc.gov/vocabulary/relators/aut
  name:
    name part: Wu, Zhijun.
    role:
      role term: author.
    role:
      role term: aut
    role:
      role term: http://id.loc.gov/vocabulary/relators/aut
  name:
    name part: Chen, Mengchong.
    role:
      role term: author.
    role:
      role term: aut
    role:
      role term: http://id.loc.gov/vocabulary/relators/aut
  name:
    name part: Zhao, Yongli.
    role:
      role term: author.
    role:
      role term: aut
    role:
      role term: http://id.loc.gov/vocabulary/relators/aut
  name:
    name part: SpringerLink (Online service)
  type of resource: text
  origin info:
    place:
      place term: si
    date issued: 2019
    edition: 1st ed. 2019.
    issuance: monographic
  language:
    language term: eng
  physical description:
    form: electronic
    form: electronic resource
    reformatting quality: access
    form: remote
    extent: XI, 107 p. 63 illus. online resource.
  abstract: This book presents a new method for controlling the "bridge-head bumping" in soft soil ground based on years of practical on-site experience, which will be a valuable guide for engineers in Civil Engineering and Geotechnical Engineering. The soil properties of soft soil ground have the characteristics of big void ratio, high compressibility, high water content, low impermeability, low strength, strong structure and strong sensitivity. As a result, the soil ground presents very high rheological property. Therefore, controlling the "bridge-head bumping" in soft soil ground is essential for controlling the amount of the soil rheology induced unstable successive settlement. Based on the deformation compatibility and control theory of structure, this book proposes strategies to improve the design method of soft soil ground and the effective "bridge-head bumping" control method. .
  table of contents: Analysis of Differential Settlement of Highway Soft Soil Subgrade -- Overview of Highway Soft Soil Subgrade Differential Settlement Treatment Method (Including Bridgehead Bumping) -- Enlightenment of Stability in Ancient Structures -- Exploration of Rational Structure and Solution Method of Highway Soft Soil Subgrade -- Contrast Test and Calculation Analysis of Stability and Looseness of Highway Soft Soil Subgrade -- Comparative Experimental Study on Strength and Rheological Characteristics of Soft Soil Foundation -- Basic Characteristics and Design Method of Highway Soft Soil Subgrade -- Practical Design Method of Highway Soft Soil Subgrade -- Construction Practice of Cement Mixed Lime Soil Subgrade in Jiaxing -- Treatment Practice of "Bridgehead Bumping" of Existing Highway in Taizhou -- Treatment Practice of Bumping at Bridgehead of Wenzhou Highway -- Treatment Practice of Bumping at Bridgehead of Ningbo Highway.
  note: by Hanhua Zhu, Zhijun Wu, Mengchong Chen, Yongli Zhao.
  subject:
    topic: Engineering geology
  subject:
    topic: Engineering-Geology
  subject:
    topic: Foundations
  subject:
    topic: Hydraulics
  subject:
    topic: Transportation engineering
  subject:
    topic: Traffic engineering
  subject:
    topic: Mechanics
  subject:
    topic: Mechanics, Applied
  subject:
    topic: Geoengineering, Foundations, Hydraulics
  subject:
    topic: Transportation Technology and Traffic Engineering
  subject:
    topic: Solid Mechanics
  subject:
    topic: Classical Mechanics
  classification: TA703-705.4
  classification: TA775-787
  classification: 624.15
  related item:
    title info:
      title: Springer eBooks
  related item:
    title info:
      title: SpringerBriefs in Applied Sciences and Technology
  identifier: 9789811307225
  identifier: https://doi.org/10.1007/978-981-13-0722-5
  record info:
    record creation date: 180525
    record change date: 20191025132426.0
    record identifier: 978-981-13-0722-5