Lateral capacity of rock sockets in limestone under cyclic and repeated loading : technical summary.

Details

• Creators:
  Parsons, Robert L. ; Willems, Isaac ; Pierson, Matthew C. ; Han, Jie
• Corporate Creators:
  University of Kansas. Dept. of Civil, Environmental and Architectural Engineering
• Corporate Contributors:
  Kansas. Dept. of Transportation. Bureau of Materials & Research
• Subject/TRT Terms:
  • Load factor
  • Shaft sinking
  • Deformation curve
  • Rocks
  • Limestone
  • Load tests
• Publication/ Report Number:
  K-TRAN: KU-09-6
• Resource Type:
  Tech Report
• Geographical Coverage:
  Kansas
• OCLC Number:
  671240086
• Edition:
  Technical summary.
• Corporate Publisher:
  Kansas. Dept. of Transportation
• NTL Classification:
  NTL-HIGHWAY/ROAD TRANSPORTATION-Soils and Geology
• Abstract:
  Drilled shafts are a type of deep foundation that is capable of supporting very large vertical and lateral loads. Drilled shafts are constructed by drilling a hole from the ground surface to the target depth or formation and filling the hole with reinforcing steel and concrete to create a reinforced concrete column from the surface to the desired depth. ; This report contains the results from a full scale lateral load test of two short rock socketed shafts in limestone, and the development of recommendations for p-y analysis using those results. The shafts were tested under cyclic loading (load reversal) at loads up to 400 kips; repeated loading up to 800 kips, and to failure near 1000 kips. A detailed description of the testing, analysis, and p-y curve recommendations is provided.
• Format:
  PDF
• Download URL:
  https://rosap.ntl.bts.gov/view/dot/18235/dot_18235_DS1.pdf
• File Type:
  [PDF - 549.36 KB]
• Collection(s):
  US Transportation Collection
• Main Document Checksum:
  urn:sha256:5672e87903298ac4abaf972ce0f727e0adbef570bc94d011a7152514d46e8945