Implementation of Research Findings: Drilled Shaft Investigation

Details

• Creators:
  Pourkhosrow, Ghasem
• Corporate Creators:
  Oklahoma. Department of Transportation. Research & Development Division
• Corporate Contributors:
  United States. Department of Transportation. Federal Highway Administration
• Subject/TRT Terms:
  • Soils
  • Cone penetrometers
  • Soil penetration test
  • Compression tests
  • Alluvial soils
• Publication/ Report Number:
  FHWA/OK 81(06)
• Resource Type:
  Tech Report
• Geographical Coverage:
  United States ; Oklahoma
• Edition:
  Final Report
• Corporate Publisher:
  Oklahoma. Department of Transportation
• Abstract:
  The purpose of this report is to establish soil properties of Oklahoma flood plain (alluvial) soils for drilled shaft design. Also, to establish a correlation between shear strength (Su) obtained from unconfined compression test and N values obtained from both Texas Cone Penetrometer and Standard Penetration Test for Oklahoma flood plain soils. This study evaluates a variety of alluvial soils at seven sites throughout the state of Oklahoma. For each site Texas and Standard Penetrometers were used to find N values for different types of soils in flood plain deposits.
• Format:
  PDF
• Funding:
  73-01-1, Item 602
• Download URL:
  https://rosap.ntl.bts.gov/view/dot/89496/dot_89496_DS1.pdf
• File Type:
  [PDF - 2.10 MB]
• Collection(s):
  US Transportation Collection
• Main Document Checksum:
  urn:sha-512:e0d7ef0921acfc382f8fba6c3ea6863f8975b342344dd6d66047fe05a9fc632fdb9938e564533b8666d72438346ffa7fcf855bed1fab40eb97eb4b02837fad69