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Massachusetts Institute of Technology

An analytical method for predicting permanent deformation of foundations under cyclic loads

Abstract

dc:description

Thesis (Sc.D.)--Massachusetts Institute of Technology, Dept. of Civil Engineering, 1982.

Degree

thesis:*
Name thesis:degree_name
Doctoral
Department dc:contributor.department
Massachusetts Institute of Technology. Department of Civil Engineering
Grantor dc:publisher
Massachusetts Institute of Technology
Year dc:date.issued
1982

Author and committee

dc:creator, dc:contributor.*
Author dc:creator
  • Bouckovalas, George.
Advisor dc:contributor.advisor
  • Robert V. Whitman and Allen W. Marr.

Subjects

dc:subject × 1

Rights

dc:rights
Statement dc:rights
  • MIT theses are protected by copyright. They may be viewed, downloaded, or printed from this source but further reproduction or distribution in any format is prohibited without written permission.

Identifiers

dc:identifier.*
Handle dc:identifier.uri
https://hdl.handle.net/1721.1/122294
OAI identifier oai:identifier
oai:dspace.mit.edu:1721.1/122294

Chain of custody

source
Harvested from
MIT
Base URL
dspace.mit.edu/oai/request
Last updated
2026-07-22
Source record
OAI-PMH GetRecord
related terms
citation

Bouckovalas, George.. An analytical method for predicting permanent deformation of foundations under cyclic loads. Massachusetts Institute of Technology, 1982. https://hdl.handle.net/1721.1/122294