Open Access. Powered by Scholars. Published by Universities.®

Digital Commons Network™

Open Access. Powered by Scholars. Published by Universities.®

Engineering

Discipline
Institution
Publication Year
Publication
Publication Type
File Type

Articles 5551 - 5580 of 5707

Full-Text Articles in Entire DC Network

Reflectorizing Surfaces For Signs And Markers, L. E. Gregg Jan 1948

Reflectorizing Surfaces For Signs And Markers, L. E. Gregg

Kentucky Transportation Center Research Report

The attached copy of a proposed special specification for reflectorizing surfaces for signs and markers is submitted with the recommendation that this be considered by the specification committee, and furthermore that it be considered tentative. The specification was drawn up at the request of the Division of Maintenance in order that they would have some basis for differentiating materials offered by different vendors when invitations for bids are taken. I am sure that Mr. Palmer and Mr. Ringo consider the matter urgent.


Research With Mulches For Roadside Grasses, Kentucky Highway Materials Research Laboratory Mar 1947

Research With Mulches For Roadside Grasses, Kentucky Highway Materials Research Laboratory

Kentucky Transportation Center Research Report

At the January 27, meeting of our Research Board,experiments with mulches for roadside grasses as proposed by a committee of the Highway Research Board, National Research Council, was discussed. The matter – as noted in item 7 of the minutes of that meeting – was directed to Professor Shaver and me with a request by Mr. Cutler that we confer with men in the Agricultural Experiment Station, University of Kentucky, and at our next meeting report on the practicability of these experiments.

On the afternoon of March 7, Prof. N.R. Elliott, Acting Head of the Department of Horticulture at the …


A Summary Of Experiments With Air Entrainment In Cement Concrete, Kentucky Highway Materials Research Laboratory Sep 1946

A Summary Of Experiments With Air Entrainment In Cement Concrete, Kentucky Highway Materials Research Laboratory

Kentucky Transportation Center Research Report

Field and laboratory experiments designed to show the merits of air-entrainment in cement concrete have been conducted by the Department of Highways since 1940. During that time six laboratory projects with many variables have been completed, and most of these were directly related to the four experimental roads which have been in service from four to six years. Collectively these experiments form a moderately comprehensive analysis of the features of air-entrainment, still there are many points which have not been fully covered either because of limitations in time and personnel or because of new developments which render some of the …


Porous Backfill, Robert F. Baker Jul 1946

Porous Backfill, Robert F. Baker

Kentucky Transportation Center Research Report

Until the late 1930's, the accepted practice for the construction of drainage installation included the use of a large, approximately No. 2 size, aggregate as porous backfill. However, a lage number of drains ceased to function as result of clogging or "silting"*, and many highway departments practically eliminated sub-surface and intercepting drainage.

The following report summarizes some of the more important studies that have dealt with "filter" (backfill material) to be used in drainage construction. The scope of it is limited, dealing primarily with the questions of proper gradation.

At present Kentucky Specifications (1) require that the gradations of the …


A Study Of The Effect Of Blended Cements On The Durability Of Concrete Incorporating An Inferior Coarse Aggregate, S. T. Collier Apr 1946

A Study Of The Effect Of Blended Cements On The Durability Of Concrete Incorporating An Inferior Coarse Aggregate, S. T. Collier

Kentucky Transportation Center Research Report

Research Project C-13 was set up for the purpose of studying the effect of blended cement, with air-entraining properties, on the durability of concrete incorporating an inferior grade of limestone as the coarse aggregate. This investigation is not correlated with any Department of Highways field project, being entirely a laboratory study. The tests were begun April 12, 1945, and were completed February 6, 1946.


Durability Of Concrete As Affected By Absorbed Moisture In Tennessee River Gravel Aggregate, S. T. Collier Apr 1946

Durability Of Concrete As Affected By Absorbed Moisture In Tennessee River Gravel Aggregate, S. T. Collier

Kentucky Transportation Center Research Report

This project is more or less a preliminary investigation of Tennessee River gravel relative to the effect of the moisture condition of the aggregates upon the durability of concrete. Certain observations made in the field indicated that absorbed moisture in the aggregate could have a marked effect on concrete, so this study was made in an attempt to give quantitative significance to the observation.


Proposed Field And Laboratory Study Of Flexible Pavements, Kentucky Highway Materials Research Laboratory Mar 1946

Proposed Field And Laboratory Study Of Flexible Pavements, Kentucky Highway Materials Research Laboratory

Kentucky Transportation Center Research Report

Research into the problem of the design and control of flexible pavement construction has resulted in the use of empirical and arbitrary solutions consisting of general theories for determining pavement thickness, gradation of aggregate, percent of bitumen, base requirements, etc. A desirable method would be one that is applicable to all aggregate, bitumen, and subgrade conditions. Until such a procedure is available, a determination of existing procedures are the immediate problems of highway engineers.


A Proposed Study Of Soils As Related To The Pumping Of Rigid Pavements, Kentucky Highway Materials Research Laboratory Mar 1946

A Proposed Study Of Soils As Related To The Pumping Of Rigid Pavements, Kentucky Highway Materials Research Laboratory

Kentucky Transportation Center Research Report

Pumping has been described as, "The process of ejecting the water-suspended subgrade soil from joints, cracks, and the edges of pavement caused by the deflection of the pavement slab under the action of traffic"(4)*. Obviously, the action is limited to rigid or semi-rigid pavements. Hence, the problem is largely concerned with soil and is almost entirely dependent upon properties of the subgrade. During the past five or six years pumping has become the most discussed if not the most important element of highway soils engineering largely because of the increase in heavily loaded vehicles resulting from wartime traffic requirements.


A Survey And Pedological Classification Of Kentucky Soils, Kentucky Highway Materials Research Laboratory Mar 1946

A Survey And Pedological Classification Of Kentucky Soils, Kentucky Highway Materials Research Laboratory

Kentucky Transportation Center Research Report

At the meeting of the Highway Research Board in Oklahoma City this year the Department of Soils Investigations devoted the major part of one session to a discussion of the pedological method of classifying soils. This was marked departure from past policies for heretofore pedology in soil classification was largely a matter for research, and incidentally, a controversial matter.


Study Of Proposed Specifications For Bituminous Coated Corrugated Metal Pipe, Robert F. Baker Mar 1946

Study Of Proposed Specifications For Bituminous Coated Corrugated Metal Pipe, Robert F. Baker

Kentucky Transportation Center Research Report

On February 27 and 28, the author visited the Research Laboratories of the American Rolling Mills Company at Middletown, Ohio. The purpose of the visit was to investigate the technique and background of the new specifications for bituminous coated corrugated metal pipe as proposed by Armco with a view to changing the Kentucky Specifications (throughout this report "proposed specifications" will refer to the specifications recommended by the American Rolling Mills Company).

It is a rather evident fact, but the author wishes to point out that the short visit could furnish only an indication rather than a positive solution to the …


Outline Of Proposed Study Of Sands Used As Concrete Fine Aggregates, Kentucky Highway Materials Research Laboratory Mar 1946

Outline Of Proposed Study Of Sands Used As Concrete Fine Aggregates, Kentucky Highway Materials Research Laboratory

Kentucky Transportation Center Research Report

This investigation is being made for the purpose of evaluating fine aggregates for concrete in which the percentages of fines, finer than the No. 50 and the No. sieves, are increased over that in the normal commercial sands meeting the present specifications for Class "A" concrete. It is a continuation of the studies made in Research Projects C-14 and C-15 (Reports submitted January, 1946), but enlarged to include physical tests on sand, and tests on mortar specimens, as well as the usual tests on concrete specimens.


An Evaluation Of Density And Stability Tests On Bituminous Mixes, Cary Burns, L. E. Gregg Feb 1946

An Evaluation Of Density And Stability Tests On Bituminous Mixes, Cary Burns, L. E. Gregg

Kentucky Transportation Center Research Report

During the past three years the Highway Materials Research Laboratory has experimented with bituminous aggregate mixes in an attempt to determine the densities that can be obtained through certain methods of compaction and the stability of the resulting mixes. The several investigations have resulted in the preparation and testing of approximately six hundred individual samples, most of which were designed to provide information as a guide for specification on particular field projects.


A Study Of The Effect Of Fine Aggregates On The Durability Of Concrete, S. T. Collier Jan 1946

A Study Of The Effect Of Fine Aggregates On The Durability Of Concrete, S. T. Collier

Kentucky Transportation Center Research Report

Research Projects C-14 and C-15 were set up as purely laboratory studies with the same objective; that is, to study the affect upon the strength and durability of normal portland cement concrete by supplementing portions of standard concrete sand with variable amounts of "Fine" sand (sands passing Size No. 30 sieve). This investigation is not correlated with any Highway Department field projects. Project C-14 was begun June 16, 1944 and test completed April 20, 1945. Project C-15 was begun August 2, 1944 and tests were completed August 1, 1945.


Bond Characteristics Of Commercial And Prepared Reinforcing Bars, S. T. Collier Jan 1946

Bond Characteristics Of Commercial And Prepared Reinforcing Bars, S. T. Collier

Kentucky Transportation Center Research Report

Research Project C-18 was designed for the purpose of making comparisons of the bond characteristics of commercial and prepared bars of reinforcing steel for horizontal and vertical positions of casting. The data includes tests made for bars cast in concretes of bot low and high slumps. The project was started March 26, 1945, but is not complete to the extent as was originally planned, since only two of the five types of bars employed have been cast in high slump concrete.

The data presented in this report includes test results for eight sets of specimens designated as Series A through …


[2014.160.W.R_Bell_Worldwartwo_1944-11-30_027] Jack P. Bell World War Two Correspondence Nov 1944

[2014.160.W.R_Bell_Worldwartwo_1944-11-30_027] Jack P. Bell World War Two Correspondence

Jack P. Bell World War Two Correspondence Collection

Jack P. Bell World War Two Correspondence, 1918-1946


June 1942, William Preston Davies Jun 1942

June 1942, William Preston Davies

W. P. Davies' Newspaper Column ('That Reminds Me')

No abstract provided.


March 1942, William Preston Davies Mar 1942

March 1942, William Preston Davies

W. P. Davies' Newspaper Column ('That Reminds Me')

No abstract provided.


Engineering In Traffic Safety In Utah, Donald T. Hunter May 1940

Engineering In Traffic Safety In Utah, Donald T. Hunter

All Graduate Theses and Dissertations, Spring 1920 to Summer 2023

Traffic safety involves accident-free movement of physical entities. It includes all means of transportation and is a function of mobility, an important variable affecting directly the mortality rate and increase of accidents. All transportation groups have coincidentally with or without increase of mobility been attempting to reduce accidents. Those notably succeeding are the shipping, railroad, and airline interests. The operating motor vehicle and pedestrian groups have failed conspicuously.

The early means of attaining a better degree of traffic safety in the motor vehicle and pedestrian groups were based on opinions, and though rational, were incomplete because of the dynamic and …


April 1940, William Preston Davies Apr 1940

April 1940, William Preston Davies

W. P. Davies' Newspaper Column ('That Reminds Me')

No abstract provided.


Variation Of Moments With Distributions Of Masses And Areas, Mayo Glenwood Shults Jul 1939

Variation Of Moments With Distributions Of Masses And Areas, Mayo Glenwood Shults

Master's Theses or Doctor of Nursing Practice

The purpose of this investigation has been to determine the variations of the first, second, third and fourth moments as functions of distributions of masses and areas. These moments were found about a line or plane perpendicular to the horizontal axes of the figures, and at various distances along the axes. For a complete understanding of the problem, an explanation of various terms will be made in relation to mechanics statistics.


Notes, General Engineering 21, Spring 1939, Garald Gordon Parker Jan 1939

Notes, General Engineering 21, Spring 1939, Garald Gordon Parker

Dr. Garald Gordon Parker Collection - Records

A notebook containing a table of contents, list of definitions, diagrams, and notes for an engineering course in plane surveying.


January 1939, William Preston Davies Jan 1939

January 1939, William Preston Davies

W. P. Davies' Newspaper Column ('That Reminds Me')

No abstract provided.


Ec38-118 Soil And Moisture Conservation In Nebraska, D.L. J. Gross, E.H. Doll Jan 1938

Ec38-118 Soil And Moisture Conservation In Nebraska, D.L. J. Gross, E.H. Doll

University of Nebraska-Lincoln Extension: Historical Materials

When the white men first explored Nebraska, they found little erosion taking place. They found the hills, particularly in eastern Nebraska, covered with a dense growth of grass, underlain with a thick mat of decaying debris. The valleys were even more densely covered with the water-loving grasses and sedges. The soil underneath the prairie was black and spongy, the result of centuries of accumulating humus. The valleys bordering the streams were boggy and abounded with springs. Clear water flowed constantly in the streams. The upland draws in the more favorable parts of the state were heavily covered with the big …


November 1937, William Preston Davies Nov 1937

November 1937, William Preston Davies

W. P. Davies' Newspaper Column ('That Reminds Me')

No abstract provided.


The Prairie View Standard - October 1932 - Vol. Xxiv No. 3, Prairie View State Normal And Industrial College Oct 1932

The Prairie View Standard - October 1932 - Vol. Xxiv No. 3, Prairie View State Normal And Industrial College

PV Standard Newspapers

No abstract provided.


September 1932, William Preston Davies Sep 1932

September 1932, William Preston Davies

W. P. Davies' Newspaper Column ('That Reminds Me')

No abstract provided.


Ec32-713 The Trench Silo In Nebraska, Ivan D. Wood, E.B. Lewis Jan 1932

Ec32-713 The Trench Silo In Nebraska, Ivan D. Wood, E.B. Lewis

University of Nebraska-Lincoln Extension: Historical Materials

The original idea of using a trench for the storing of ensilage seems to have been the outgrowth of the practice long used in several European countries of storing clover and beet tops in pits. Shortly after the World War, western Canada followed by Montana and North Dakota began to use the trench silo. In Nebraska the true trench silo made its appearance about 1925 or 1926.

The trench silo as described in this circular, unless lined with some permanent material such as brick, concrete or stone, must be considered a temporary structure which will serve for a few years …


Ohio Northern Alumnus - January 1931, Ohio Northern University Alumni Association Jan 1931

Ohio Northern Alumnus - January 1931, Ohio Northern University Alumni Association

Alumni Journal

No abstract provided.


Rb30-245 Water Supply And Sewage Disposal Systems For Farm Homes, Ivan D. Wood, E.B. Lewis Jan 1930

Rb30-245 Water Supply And Sewage Disposal Systems For Farm Homes, Ivan D. Wood, E.B. Lewis

University of Nebraska-Lincoln Extension: Historical Materials

When the well "goes dry" or when the windmill or pump breaks down, every one in the household immediately appreciates the value fo plenty of water. In other words, "You never miss the water until the well runs dry." Fortunately, in most sections of this state, plenty of pure water may be obtained by sinking wells of moderate depth, yet surprisingly few farm homes are supplied with running water in the kitchen even though the barn yards are equipped with hydrants and tanks.

It is the purpose of this bulletin to present a number of water supply and sewage disposal …


Ohio Northern Alumnus - October 1929, Ohio Northern University Alumni Association Oct 1929

Ohio Northern Alumnus - October 1929, Ohio Northern University Alumni Association

Alumni Journal

No abstract provided.