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In vitro anaerobic trinitrotoluene (TNT) degradation with rumen fluid and an isolate, G.8

Creator:: Lee, Taejin
Resource Type:: Dissertation
Full Text:: . Microbiol. 35: 949-954. 8. Channon, H. J., G. T. Mills, and R. T. Williams. 1943. The Metabolism of

Evaluation of a unified design for asphalt recycling by means of dynamic and fatigue testing

Creator:: Whitcomb, William G.
Abstract:: Design methods for pavement mixtures containing recycled asphalt concrete have been explored in many studies. Most methods of design are modelled after procedures originally developed for conventional construction with virgin raw materials. The unique properties of aged asphalt as raw material are rarely considered when applying conventional procedures. The approach...
Resource Type:: Masters Thesis
Full Text:: means of dynamic and fatigue testing AN ABSTRACT OF THE THESIS OF William G. Whitcomb in Civil

An evaluation of coastal Oregon's marginal aggregates

Creator:: Clemmons, Gregory H.
Abstract:: Coastal Oregon is deficient in quality construction aggregates. There is, however, an abundance of lower quality, or marginal, aggregate available for construction purposes. An evaluation of these marginal aggregates is the purpose of this paper. There are four classes of marginal rocks found on the Oregon Coast. Basalts, high in...
Resource Type:: Masters Thesis
Full Text:: alternative is to CLATSOP , Goble r. iSt.Helens TI LLA -, MOCK r- - Lincoln Cityp

Evaluation of emulsified asphalt for use in Saudi Arabia

Creator:: Al-abdulwahhab, Hamad I.
Abstract:: Saudi Arabia currently contains 31000 km (18600 mi) of paved roads and 42000 km (25200 mi) of agricultural roads, with the prospect of more roads to be constructed. The low population (6 million) compared to the large area of the country (2,253,300 km², 900,000 mi²) coupled with the high cost...
Resource Type:: Dissertation
Full Text:: Arabia Abstract approved: Redacted for Privacy l R. G. Hicks Saudi Arabia currently contains 31000 km

Development of structural layer coefficients for open graded asphalt emulsion mixes

Creator:: Hatch, David Russell
Abstract:: This paper describes the development of structural layer coefficients for open graded asphalt emulsion surfacing layers which can be used with the AASHO pavement design method, as modified by the U. S. Forest Service, Region 6. A field survey conducted to document the history, performance and material characteristics of in-service...
Resource Type:: Masters Thesis
Full Text:: : Dr. R. G. Hicks This paper describes the development of structural layer coefficients for open

Test method to determine the degree of asphalt stripping from aggregates

Creator:: Boudreau, Richard L.
Abstract:: Moisture damage has long been recognized as one of the most critical factors influencing the performance of asphalt concrete (AC) pavements. This moistureinduced damage occurs from either the physical separation of the asphalt film from the aggregate or the softening of the asphalt binder within the AC mixture in the...
Resource Type:: Masters Thesis
Full Text:: Asphalt Stripping from Aggregates I Redacted for Privacy Abstract Approved: FL'k.1 PU1" R. G. Hicks

An evaluation of dust abatement materials used in Region 6

Creator:: Langdon, Brian B.
Resource Type:: Masters Thesis
Full Text:: to his major professor, Dr. R. G. Hicks for his guidance, on and off the court, throughout the

Evaluation of selected marginal aggregates stabilized with cement

Creator:: Chang, Chen
Abstract:: Coastal Oregon is deficient in quality construction aggregate. There is, however, an abundance of lower quality, or marginal aggregate available for construction purposes. The purpose of this report is to develop techniques for upgrading marginal aggregates with portland cement and methods for evaluating the relative performance of these stabilized materials...
Resource Type:: Masters Thesis
Full Text:: Cement. Abstract Approved: Redacted for Privacy Thesis Advisor, R. G. Hicks Coastal Oregon is

Geotechnical significance of poorly crystalline soils derived from volcanic ash

Creator:: Thrall, F. G.
Resource Type:: Dissertation
Full Text:: derived from volcanic ash AN ABSTRACT OF THE THESIS OF Frederick G. Thrall for the degree of Doctor of

Consolidation characteristics of sand-clay mixtures

Creator:: Anderson, Donald G. (Donald Gordon)
Abstract:: Combinations of cohesive and cohesionless soils are often encountered when evaluating the engineering properties of soils. The stress-volume characteristics of the mixed soil are found to vary according to the proportion of each component. If the cohesive soil composes more than a certain fraction of the material, the magnitude of...
Resource Type:: Masters Thesis
Full Text:: : CONSOLIDATION CHARACTERISTICS OF SAND-CLAY MIXTURES Redacted for Privacy Abstract approved:_ Dr. J. R. Bell

ScholarsArchive@OSU

In vitro anaerobic trinitrotoluene (TNT) degradation with rumen fluid and an isolate, G.8

Evaluation of a unified design for asphalt recycling by means of dynamic and fatigue testing

An evaluation of coastal Oregon's marginal aggregates

Evaluation of emulsified asphalt for use in Saudi Arabia

Development of structural layer coefficients for open graded asphalt emulsion mixes

Test method to determine the degree of asphalt stripping from aggregates

An evaluation of dust abatement materials used in Region 6

Evaluation of selected marginal aggregates stabilized with cement

Geotechnical significance of poorly crystalline soils derived from volcanic ash

Consolidation characteristics of sand-clay mixtures

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