Digital Commons Network^™

The Use Of The Electronic Computer In Kentucky's Highway Program, C. G. Grayson

Kentucky's Annual Forum on Transportation

No abstract provided.

Policy And Procedure For Federal Reimbursement For Cost Of Right Of Way, C. W. Phillips

Kentucky's Annual Forum on Transportation

No abstract provided.

Highway And Traffic Developments In Great Britain, T. E. H. Williams

Kentucky's Annual Forum on Transportation

No abstract provided.

Public Relations In Highways, Harold L. Plummer

Kentucky's Annual Forum on Transportation

No abstract provided.

The Highway Industry's Potential—Its Relation To The Three Year Program, W. O. Snyder

Kentucky's Annual Forum on Transportation

No abstract provided.

Kentucky's Three Year Highway Program, D. H. Bray

Kentucky's Annual Forum on Transportation

No abstract provided.

The Kentucky Urban Program, T. H. Cutler

Kentucky's Annual Forum on Transportation

No abstract provided.

Flexible Pavement Design Evaluation, L. H. Strunk

Kentucky's Annual Forum on Transportation

No abstract provided.

Kentucky's Use Of Aerial Photography In Highway Location And Design, James M. Cargian

Kentucky's Annual Forum on Transportation

No abstract provided.

Electronic Computation In Bridge Design, L. R. Schureman

Kentucky's Annual Forum on Transportation

No abstract provided.

My First Year's Impression Of The Rural Highway County Aid Program, H. S. Hawes

Kentucky's Annual Forum on Transportation

No abstract provided.

Use Of Chemicals For Controlling Highway Vegetation, J. R. Mccambridge

Kentucky's Annual Forum on Transportation

No abstract provided.

Programming Highway Construction, James W. Martin

Kentucky's Annual Forum on Transportation

No abstract provided.

Kentucky Highway Conference Program [1958], Kentucky Transportation Center

Kentucky's Annual Forum on Transportation

No abstract provided.

A Study Of Lime And Fly Ash With Regard To Soil Stabilization, James F. Hardymon

Kentucky Transportation Center Research Report

The paving of roadways originally developed from the inadequacy of natural soils to support vehicles and pedestrian traffic. Thus a pavement serves as a nearly rigid covering which distributes otherwise highly concentrated surface loads over wider areas of the underlying soils, Most natural soils are deficient for direct roadway service unless such a covering is provided or unless the soil itself is solidified, concreted, or otherwise reinforced, Attempts to compensate soils for these inadequacies in order to minimize the thickness of pavement needed have developed into a specialized aspect of highway design and construction known as soil stabilization.

Test Project F. A. 366, C1 And C2, Harrison-Pendleton Counties: A Memorandum Report, Milton Evans Jr.

Kentucky Transportation Center Research Report

No abstract provided.

Comparative Laboratory Evaluation And Field Observations Of A Modified Class I Base, Loren H. Strunk

Kentucky Transportation Center Research Report

A number of materials and methods have been used in the continuing search for a satisfactory initial bituminous treatment. Towards this end, three traffic bound roads were given initial treatment, in the summer of 1956, with three inches of Kentucky a Standard Class I Base mixture. The large size coarse aggregate -- either No. 36 or No. 48 stone -- in this mixture made the material difficult to work, however, and caused severe segregation during handling. Although a well integrated mixture of the type could have been compacted to about eight percent voids, the excessive segregation left many areas of …

Spilitic Rocks And Mineral Deposits

School of Mines and Metallurgy Bulletins

The principal results of research work on spilitic rocks and mineral deposits carried on since 1945 are briefly summarized. Emphasis is placed on the influence of the results on the theories of rock and ore genesis, particularly the change of "philosophy of exploration" based on the existence of hydromagmatic ore deposition. A re-classification of magmatic mineral deposits is offered.

Effect Of Concrete Shrinkage On Stresses In Reinforcing Steel, C. Raymond Nowacki

Masters Theses

"Shrinkage is one of four phenomena that are considered as causing volume changes in concrete, the other three being creep, temperature change effects, and possible chemical disintegration. While all four are interrelated, the volume change due to loss of moisture is associated with the term shrinkage. Creep is the time-dependent change in volume resulting from external loads. A rise or fall of temperature will produce an expansion or contraction of concrete but also will affect the rate of shrinkage by increasing or decreasing the rate of moisture evaporation from the surface of the concrete.

In the design of concrete structures, …

Effect Of Hydrated Lime And Portland Cement On The Physical Properties Of Clay Soil For Highway Base Construction, Judson Leong

Masters Theses

"The intent of this research is to determine the change in physical properties of a clay soil caused by the addition of 2, 4, 6, 8 and 10 percent of hydrated lime and portland cement. The effects of these admixtures on the physical properties of the soil were observed by comparing the results of various laboratory tests. The properties chosen for comparison were: (1) liquid limit, plastic limit and plasticity index; (2) shrinkage limit and shrinkage ratio; (3) density and optimum moisture; (4) resistance to penetration; (5) compressive strength and (6) cohesion and angle of internal friction. In order to …

Structural Analysis By Minimum Strain Energy Methods, John B. Heagler

Professional Degree Theses

"Analysis of structure has its conception for the engineer early in his formal education and follows a set sequency from solving for equilibrium in simple beams and free bodies to more complicated solutions for stresses and deflections in multiply redundant structures.

Difficulty arises for the engineer when he loses the sequence of the subject and finds himself memorizing formulas and methods of solution without a clear and concise understanding of the underlying fundamental principles involved in arriving at these formulae and methods of solution.

The Aircraft Structural Analyst finds himself in a relatively new field of engineering structural design. Here …

A Study Of The Polishing Characteristics Of Limestone And Sandstone Aggregates In Regard To Pavement Slipperiness, William J. Stutzenberger, James H. Havens

Kentucky Transportation Center Research Report

The coefficient of friction on dry highway surfaces regardless of stone composition and texture has in most cases been at least 0.6 or above. However, some of these same surfaces when lubricated by a small amount of water have given test results dangerously lower. Some interesting theoretical aspects of this situation are presented here along with results from a laboratory study of the fundamental factors affecting tractive friction.

A machine is described for measuring the coefficient of friction between the plane surfaces of four-inch diameter stone specimens and a rubber annulus of slightly smaller diameter. Measurements were made both wet …

Stresses And Deflections In Continuously Reinforced Concrete Pavements, M. M. Miller

JTRP Technical Reports

No abstract provided.

Methods For Water Resistance Of Bituminous Paving Mixtures : Technical Paper, William Harner Goetz

JTRP Technical Reports

No abstract provided.

Triaxial Testing Of Open-Type Bituminous Mixtures: Technical Paper, Joseph C. Oppenlander, William Harner Goetz

JTRP Technical Reports

No abstract provided.

Warping Stresses And Deflections In Concrete Slabs, Milton Edward Harr

JTRP Technical Reports

No abstract provided.

A Study Of Highway Transportation In Indiana, Harold L. Michael, Arthur K. Branham, Donald O. Covault, John Edward Baerwald, Paul Day Cribbins

JTRP Technical Reports

No abstract provided.

Earth Motion Beneath A Prescribed Boundary Displacement : Technical Report, R. C. Geldmacher, J. W. Dunkin, R. L. Anderson

JTRP Technical Reports

No abstract provided.

Quality Aggregates For Indiana Highways : Technical Paper, Kenneth B. Woods, John Francis Mclaughlin, Robert Lee Schuster

JTRP Technical Reports

No abstract provided.

Effect Of Rate Of Strain On The Strength Of Remolded Soil, Delon Hampton

JTRP Technical Reports

No abstract provided.