Rotational Response of Toe-Restrained Retaining Walls to Earthquake Ground Motions

Abstract

This research report describes the engineering formulation and corresponding software developed for the rotational response of rock-founded, toe-restrained Corps retaining walls to earthquake ground motions. The PC software CorpsWallRotate (sometimes referred to as CWRotate) was developed to perform an analysis of permanent wall rotation for each proposed retaining wall section to a user-specified earthquake acceleration time-history. A particular formulation of the permanent sliding (i.e., translational) displacement response of retaining walls is also described. The resulting engineering methodology and corresponding software are applicable to a variety of retaining walls that are buttressed at their toes by a structural feature (e.g., navigation walls retaining earth, spillway chute walls, spillway discharge channel walls, approach channel walls to outlet works structures, highway and railway relocation retaining walls, and floodwall channels). CorpsWallRotate is particularly applicable to L-walls and T-walls (cantilever retaining walls) and may also be used to predict permanent, seismically induced displacements on retaining walls with or without a toe restraint.

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Document Details

Document Type
Technical Report
Publication Date
Dec 01, 2006
Accession Number
ADA468663

Entities

People

  • Barry C. White
  • Robert M. Ebeling

Organizations

  • Engineer Research and Development Center

Tags

Communities of Interest

  • Air Platforms

DTIC Thesaurus Topics

  • Angular Motion
  • Civil Engineering
  • Computational Processes
  • Computational Science
  • Computer Programs
  • Construction
  • Earthquake Engineering
  • Engineering
  • Engineers
  • Geotechnical Engineering
  • Graphical User Interface
  • Groundwater
  • Mechanics
  • Navigation
  • Pressure Distribution
  • Structural Engineering
  • Two Dimensional

Fields of Study

  • Engineering

Readers

  • Geotechnical Engineering.
  • Hydraulic Engineering.