Index Catalog // ScholarsArchive@OSU

Ultimate bearing capacity of shallow footings on plastic silt

Creator:: Newton, Vernon C.
Abstract:: The usual approach to calculation of the ultimate bearing capacity of plastic silt is to assume no porewater drainage occurs during the loading period. The coefficient of permeability of plastic silt is generally significantly larger than clay; therefore, partial drainage of porewater may occur during the loading period. This study...
Resource Type:: Masters Thesis
Full Text:: of foundation engineering, the accepted procedure for calculating soil bearing capacity for shallow

The identification and division of Steve Jobs

Creator:: Anderson, Scott M. (Scott Matthew)
Abstract:: On April 1, 1976, Steve Jobs and Steve Wozniak entered into a partnership agreement to found Apple Computer. In the decade that followed, Apple experienced remarkable growth and success, as Jobs catapulted Apple to the Fortune 500 list of top‐flight companies faster than any other company in history. Under direction...
Resource Type:: Masters Thesis
Full Text::   identification through division, therefore, established the foundation for new  identifications to emerge.  The

Implementing remote laboratories for control engineering : foundations for distance learning

Creator:: Bohus, Carisa
Abstract:: Distance learning enables students to study effectively from remote locations. With televised lectures now commonplace, many disciplines can provide effective distance learning. While the lecture format serves many disciplines, it does not serve those that require laboratory work. Currently, there is little distance learning support for laboratory work. Second Best...
Resource Type:: Masters Thesis
Full Text:: Laboratories for Control Engineering: Foundations for Distance Learning. Abstract Approved: Lawrence A

Evaluation of the counseling program of the Hazen foundation, Pacific area conferences

Creator:: Freeman, Alice Lee
Resource Type:: Masters Thesis
Full Text:: foundation, Pacific area conferences EVALUATION OF THE COUNSELING PROGRAM OP THE HAZEN FOUNDATION PACIFIC

Pile group analysis considering rigid and semirigid foundation conditions

Creator:: Winchester, Jack LeRoy
Abstract:: The structural behavior of pile groups (dolphins) is analyzed considering two types of boundary conditions. First the individual piles of the group are assumed to be rigidly embedded in the soil. In the second analysis the more realistic case is considered where the soil foundation is allowed to yield. The...
Resource Type:: Masters Thesis
Full Text:: foundation conditions AN ABSTRACT OF THE THESIS OF Jack LeRoy Winchester for the M.S. in Civil

Bearing capacity and immediate settlement of shallow foundations on clay

Creator:: Strahler, Andrew W.
Abstract:: Shallow foundations are extensively used to support structures of all sizes and derive their support from near surface soils. Thus, they are typically embedded up to a few meters into the soil profile. Designers of shallow foundations are required to meet two limit states: overall failure of the soil beneath...
Resource Type:: Masters Thesis
Full Text:: Engineering presented on March 14, 2012. Title: Bearing Capacity and Immediate Settlement of Shallow

The control of seepage under dams on pervious foundations

Creator:: Chowdhury, Mahir Uddin
Resource Type:: Masters Thesis
Full Text:: . Moekmore, Head ot the Department of Civil Engineering, Oregon State College, for his constructive

Voices of CALYX: Narratives of Feminist Publishing Activism, 1976-2006

Creator:: Steuben, Marieke L.
Abstract:: This thesis examines the nature of publishing as a political endeavor through a detailed investigation of the feminist publishing movement in the U.S. since the 1970s. Feminist publishers emerged from an activist context of feminist struggle, and they evolved within changing political and social climates, facing ideological and economic challenges...
Resource Type:: Masters Thesis
Full Text:: . CALYX, Inc. is a small, independent publisher of women’s literature, poetry, and art. Physically as

Unsaturated Soils and Foundation Design : Theoretical Considerations for an Effective Stress Framework

Creator:: Baker, Josiah D.
Abstract:: This study presents the theoretical background necessary to model the bearing capacity of shallow and deep foundations in partially saturated soils. The conventional bearing capacity equations for shallow and deep foundations and the 𝛽-method for deep foundation side resistance have been modified to include the effects of matric suction and...
Resource Type:: Masters Thesis
Full Text:: Engineering presented on June 2, 2016. Title: Unsaturated Soils and Foundation Design: Theoretical

Toward a more ethical engineering : four habits of highly ethical engineering practice

Creator:: Sugie, Masayuki Luke
Abstract:: In this thesis, I conduct an analysis of paradigmatic background assumptions deployed in engineering decision-making processes, in order to understand how these assumptions, operating tacitly and in tension with each other, contribute to decisions that are ethically less effective and less substantial than they would otherwise be. I do so...
Resource Type:: Masters Thesis
Full Text:: More Ethical Engineering: Four Habits of Highly Ethical Engineering Practice Abstract approved

ScholarsArchive@OSU

Ultimate bearing capacity of shallow footings on plastic silt

The identification and division of Steve Jobs

Implementing remote laboratories for control engineering : foundations for distance learning

Evaluation of the counseling program of the Hazen foundation, Pacific area conferences

Pile group analysis considering rigid and semirigid foundation conditions

Bearing capacity and immediate settlement of shallow foundations on clay

The control of seepage under dams on pervious foundations

Voices of CALYX: Narratives of Feminist Publishing Activism, 1976-2006

Unsaturated Soils and Foundation Design : Theoretical Considerations for an Effective Stress Framework

Toward a more ethical engineering : four habits of highly ethical engineering practice

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