Cyclic Lateral Loading of a Model Pile Group in Clay Soil. Executive Summary. Phase 2C

Details

• Creators:
  Caliendo, J. A. ; Anderson, L. R. ; Moss, R. E. S. ; Rawlings, Mark
• Corporate Creators:
  University Transportation Centers Program (U.S.)
• Corporate Contributors:
  Mountain Plains Consortium ; Utah State University. Department of Civil and Environmental Engineering
• Subject/TRT Terms:
  • Pile groups
  • Bridge piers
  • Bearing piles
  • Piles (Supports)
  • Clay soils
  • Loads(Forces)
  • Pile structures
  • Seismic response
  • Test equipment
  • Test facilities
• Publication/ Report Number:
  MPC-99-99C
• Resource Type:
  Tech Report
• Geographical Coverage:
  United States
• Corporate Publisher:
  Mountain Plains Consortium
• Abstract:
  In certain regions of the world, designing deep foundations to withstand seismic loading is a reality. Seismic loading of structures and foundations reaches its most critical state as a cyclic lateral force. The response of soils and foundations to repeti;See also Phase 2B, PB99-140584. Prepared in cooperation with Utah State Univ., Logan. Dept. of Civil and Environmental Engineering. Sponsored by Department of Transportation, Washington, DC. University Transportation Centers Program.;pg 30
• Format:
  PDF
• Download URL:
  https://rosap.ntl.bts.gov/view/dot/49452/dot_49452_DS1.pdf
• File Type:
  [PDF - 281.93 KB]
• Collection(s):
  University Transportation Centers ; US Transportation Collection
• Main Document Checksum:
  urn:sha256:bc90932a793e3fe6d83dd75bc15fee66d37da3582c9e1421048bff97aeb44a96