Civil Engineering ETDs
Publication Date
12-30-1970
Abstract
Considerable interest in earthquake engineering has developed during the past decade. Due to the potential hazards involved in foundation failures of nuclear power plants, and because there is an increase in the demand for earth dams throughout the world together with a decrease in desirable sites, it has become imperative that reliable techniques be developed to predict the response of soils to earthquake induced forces. As an integral part of such an endeavor, this research program was directed toward the identification of the various factors which significantly influence the development of pore pressure in saturated sands subjected to cyclic stress loadings, and toward the investigation of the qualitative effects of these factors on the cyclic strength.
Document Type
Dissertation
Language
English
Degree Name
Civil Engineering
Level of Degree
Doctoral
Department Name
Civil Engineering
First Committee Member (Chair)
John Bryan Carney Jr.
Second Committee Member
Cornie Leonard Hulsbos
Third Committee Member
Richard Hudson Clough
Fourth Committee Member
Richard Charles Dove
Recommended Citation
Kanipe, James Francis. "A Comprehensive Investigation Of The Behavior Of Saturated Sands Subjected To Cyclic Triaxial Loadings.." (1970). https://digitalrepository.unm.edu/ce_etds/385