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The Resource Shear Behavior of Composite Soils

Shear Behavior of Composite Soils

Label
Shear Behavior of Composite Soils
Title
Shear Behavior of Composite Soils
Creator
Subject
Language
eng
Cataloging source
MiAaPQ
Literary form
non fiction
Nature of contents
dictionaries
Shear Behavior of Composite Soils
Label
Shear Behavior of Composite Soils
Link
http://libproxy.rpi.edu/login?url=https://ebookcentral.proquest.com/lib/rpi/detail.action?docID=4766688
Publication
Copyright
Related Contributor
Related Location
Related Agents
Related Authorities
Related Subjects
Carrier category
online resource
Carrier category code
cr
Carrier MARC source
rdacarrier
Color
multicolored
Content category
text
Content type code
txt
Content type MARC source
rdacontent
Contents
  • Cover -- Half Title -- Title Page -- Copyright Page -- Table of Contents -- Foreword -- Preface -- Acknowledgements -- About the author -- List of tables -- List of figures -- List of Symbols -- 1 Introduction -- 1.1 Background -- 1.2 Scope and objectives -- 1.3 Organization of the book -- 2 Achievements in this field -- 2.1 Introduction -- 2.2 Previous investigations -- 2.2.1 Cohesive soils -- 2.2.2 Composite soils -- 2.3 Summary of previous observations on residual strength -- 2.3.1 Atterberg limits -- 2.3.2 Shearing rate -- 2.3.3 Particle shape and surface roughness -- 2.3.4 Particle size distribution -- 2.3.5 Test method -- 2.3.6 Placement conditions, stress history and normal stress -- 3 Testingmethod -- 3.1 Introduction -- 3.2 DPRI type ring shear apparatus -- 3.2.1 Brief description of the apparatus -- 3.2.2 Measurement devices and data logging system -- 3.2.3 Testing procedure -- 3.2.4 Calculations -- 3.3 Direct shear apparatus -- 3.3.1 Large direct shear machine -- 3.3.2 Intermediate direct shear box -- 3.3.3 Testing procedures -- 3.4 Soil classification test -- 3.4.1 Particle size distribution -- 3.4.2 Specific gravity -- 3.4.3 Index properties -- 3.5 Measurement of particle shape -- 3.6 Summary -- 4 Artificial soil samples -- 4.1 Introduction -- 4.2 Testing program -- 4.2.1 Specimen characteristics -- 4.2.2 Test equipment, sample preparation and testing procedures -- 4.3 Results and discussion -- 4.3.1 Compressibility -- 4.3.2 Water content after shearing -- 4.3.3 Granular materials -- 4.3.4 Composite soils -- 4.3.5 Residual shear modes -- 4.4 Influencing factors -- 4.4.1 Particle size distribution -- 4.4.2 Normal stress -- 4.4.3 Atterberg limits -- 4.4.4 Particle shape -- 4.4.5 Shearing rate -- 4.5 Conclusions -- 4.5.1 Soil compressibility -- 4.5.2 Water content after shearing -- 4.5.3 Proposed shearing model for granular materials
  • 4.5.4 Extension of the shear modes to composite soils -- 4.5.5 Influential factors -- 5 Slip zone soils of theTGP landslides -- 5.1 Introduction -- 5.2 Study areas and nature of investigated landslides -- 5.2.1 General geology -- 5.2.2 Nature of landslides -- 5.3 Experimental scheme -- 5.3.1 Sampling and specimen preparation -- 5.3.2 Experimental setup and test procedures -- 5.4 Testing results -- 5.4.1 QJP samples -- 5.4.2 XT samples -- 5.4.3 TP samples -- 5.5 Influential factors -- 5.5.1 Atterberg limits -- 5.5.2 Particle size distribution -- 5.5.3 Particle shape -- 5.5.4 Shearing rate -- 5.6 Fluctuations of measured shear stress -- 5.7 Residual shear modes -- 5.8 Conclusions -- 5.8.1 Influential factors -- 5.8.2 Fluctuations of measured shear stress -- 5.8.3 Residual shear modes -- 6 Conclusions -- 6.1 Introduction -- 6.2 Conclusions -- 6.2.1 Soil compressibility -- 6.2.2 Water content after shearing -- 6.2.3 Fluctuations of measured shear stress -- 6.2.4 Shear model of granular materials -- 6.2.5 Shear mode of composite soils -- 6.2.6 Influential factors -- 6.3 Limitations -- 6.4 Recommendations for future study -- References -- Subject index
http://library.link/vocab/cover_art
https://contentcafe2.btol.com/ContentCafe/Jacket.aspx?Return=1&Type=S&Value=9781315317694&userID=ebsco-test&password=ebsco-test
Dimensions
unknown
http://library.link/vocab/discovery_link
{'f': 'http://opac.lib.rpi.edu/record=b4386914'}
Extent
1 online resource (160 pages)
Form of item
online
Isbn
9781315317694
Media category
computer
Media MARC source
rdamedia
Media type code
c
Sound
unknown sound
Specific material designation
remote

Library Locations

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      110 8th St, Troy, NY, 12180, US
      42.729766 -73.682577
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