Index Catalog // ScholarsArchive@OSU

Design and evaluation of a foundation model testing device

Creator:: Kelly, Patrick Bryan
Abstract:: Model testing has proven to be an effective tool in the study of soil-structure systems. While primarily used in research work, this method of evaluation is also applicable to the solution of many types of complex design problems. Because of its workability and relatively simple characteristics, sand is the most...
Resource Type:: Masters Thesis
Full Text:: the study of soil-structure systems. While primarily used in research work, this method of

Stress-strain-time relations for a compacted residual soil

Creator:: Khuayjarernpanishk, Thanasarn
Resource Type:: Masters Thesis
Full Text:: ) Title: Stress-Strain-Time Relations for a Compacted Residual Soil Redacted for privacy Abstract

Fabric reinforcement of low embankments on soft foundations

Creator:: Greenway, Daryl Rodney
Abstract:: Nonlinear large deflection finite element analyses of a fabric reinforced embankment on muskeg were performed to predict fabric tension and the effect of fabric stiffness on embankment deflections. The predicted fabric tensions were compared with the results of a sliding block analysis, and show this simple analysis requires further correlation...
Resource Type:: Masters Thesis
Full Text:: to Dr. W. L. Schroeder for first awakening me to soil mechanics, and for his support during two

Hydrologic factors and environmental impacts of mass soil movements in the Oregon Coast Range

Creator:: Ketcheson, Gary Leslie
Abstract:: Mass soil movements of four types; debris avalanche, debris torrent, debris slide and bank slough, were field inventoried in the Oregon Coast Range. A total of 104 mass movements were located in 21 undisturbed watersheds and 13 clearcuts harvested in the last six years. Failures associated with roads and landings...
Resource Type:: Masters Thesis

Engineering properties of Oregon and Washington coast range soils

Creator:: Alto, Jalmer V.
Abstract:: Landslides are frequent in the steep forested regions of the Oregon and Washington coastal mountain ranges. The need for forest products has resulted in increasing logging activity in these marginally stable areas. The occurrence of landslides has increased, which in turn has focused greater interest in slope stability management. Of...
Resource Type:: Masters Thesis
Full Text:: . 45 B2 Shelby Tubes Inserted Into Soil. 46 B3 Excavation of Soil Pedestal. 47 B4 Sealing of Shelby

Techniques for evaluating certain physical properties of soil moisture

Creator:: Chinn, Clarence Edward
Resource Type:: Dissertation
Full Text:: soil moisture TECHNIQUES FOR EVALUATING CERTAIN PHYSICAL PROPERTIES OF SOIL MOISTURE by CLARENCE

Vibration induced pore pressure development in graded sands

Creator:: Steinkamp, Henry Vincent
Abstract:: During construction of the embankment at Blue River Dam placement difficulties were occasionally experienced with the filter zone sands. In the extreme condition construction equipment became mired and part of the fill had to be removed and wasted. A laboratory investigation was conducted on materials from the above project to...
Resource Type:: Masters Thesis
Full Text:: ratio, types of fines, temperature and soil struc- ture. In this investigation the temperature of the

Flow slide control with slope revetments

Creator:: Narkiewicz, Steven Arthur
Abstract:: This paper examines the response of submerged model sand slopes to vibration and the beneficial effects of placing rock revetments on the face of the slope to prevent flaw slides. Pore water pressure response and deflection were used as a criteria for stability in an attempt to relate stability with...
Resource Type:: Masters Thesis
Full Text:: shoreline. About 4000 feet of shoreline was affected and it is estimated that "the maximum depth of soil

A general solution for active and passive pressures on a vertical plane in a sloping earth mass of infinite length

Creator:: Martin, Glen Leroy
Resource Type:: Masters Thesis
Full Text:: of stress assumes that at failure the soil i in a state of plastic equilibrium and the soil will be

Soil and hydrologic factors affecting stability of natural slopes in the Oregon Coast Range

Creator:: Yee, Carlton S.
Abstract:: This study was conducted to examine certain soil and hydrologic properties of two major cohesionless soils Occupying 55% of the central portion of the Oregon Coast Range. Knowledge of these properties was desired to determine the role each played in the stability of slopes in this region. Bohannon and Klickitat...
Resource Type:: Dissertation

ScholarsArchive@OSU

Design and evaluation of a foundation model testing device

Stress-strain-time relations for a compacted residual soil

Fabric reinforcement of low embankments on soft foundations

Hydrologic factors and environmental impacts of mass soil movements in the Oregon Coast Range

Engineering properties of Oregon and Washington coast range soils

Techniques for evaluating certain physical properties of soil moisture

Vibration induced pore pressure development in graded sands

Flow slide control with slope revetments

A general solution for active and passive pressures on a vertical plane in a sloping earth mass of infinite length

Soil and hydrologic factors affecting stability of natural slopes in the Oregon Coast Range

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