Item Details

Study to Investigate the Effects of Skin Friction on the Performance of Drilled Shafts in Cohesive Soils

by Woodward-Clyde Consultants ; prepared for Office, Chief of Engineers, U.S. Army, under work unit AT40/E0/006 ; monitored by Geotechnical Laboratory, U.S. Army Engineer Waterways Experiment Station
Format
Book; Government Document
Published
Vicksburg, Miss. : The Laboratory ; [Springfield, Va. ; Available from National Technical Information Service, 1982]
Language
English
Series
Technical Report
Technical Report (U.S. Army Engineer Waterways Experiment Station)
SuDoc Number
D 103.24/2:GL-82-1
Description
3 v. in 1 : ill. ; 27 cm.
Notes
  • Cover title.
  • "Final report."
  • "March 1982."
  • Contract no.: DACA39-80-C-0001.
  • Includes bibliographies.
Series Statement
Technical report ; GL-82-1
Technical report (U.S. Army Engineer Waterways Experiment Station) GL-82-1
Technical Details
  • Access in Virgo Classic

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    a| Study to investigate the effects of skin friction on the performance of drilled shafts in cohesive soils / c| by Woodward-Clyde Consultants ; prepared for Office, Chief of Engineers, U.S. Army, under work unit AT40/E0/006 ; monitored by Geotechnical Laboratory, U.S. Army Engineer Waterways Experiment Station.
    260
      
      
    a| Vicksburg, Miss. : b| The Laboratory ; a| [Springfield, Va. ; b| Available from National Technical Information Service, c| 1982]
    300
      
      
    a| 3 v. in 1 : b| ill. ; c| 27 cm.
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    1
      
    a| Technical report ; v| GL-82-1
    500
      
      
    a| Cover title.
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    a| "Final report."
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    a| "March 1982."
    500
      
      
    a| Contract no.: DACA39-80-C-0001.
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    a| Includes bibliographies.
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    a| 2
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    a| Friction.
    650
      
    0
    a| Shafts (Excavations)
    650
      
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    a| Soils z| Texas x| Testing.
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    a| Technical report (U.S. Army Engineer Waterways Experiment Station) v| GL-82-1.
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    a| United States. b| Army. b| Corps of Engineers.
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    a| Geotechnical Laboratory (U.S.)
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    a| Woodward-Clyde Consultants.
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