Digital Commons Network^™

Retribution And Deterrence: The Role Of Punitive Damages In Products Liability Litigation, Richard C. Ausness

Kentucky Law Journal

No abstract provided.

Kentucky Law Survey: Arbitration, Thomas J. Stipanowich

Kentucky Law Journal

No abstract provided.

Kentucky Law Survey: Civil Procedure, John R. Leathers, Matthew L. Mooney

Kentucky Law Journal

No abstract provided.

Kentucky Law Survey: Criminal Law, Linda K. West

Kentucky Law Journal

No abstract provided.

Kentucky Law Survey: Torts, Jayne Moore Waldrop

Kentucky Law Journal

No abstract provided.

Kentucky Law Survey: Workers' Compensation, Norman E. Harned, Scott A. Bachert

Kentucky Law Journal

No abstract provided.

Letter To Mary Bourget Regarding The Seaall Constitution And Bylaws, December 4, 1984, Margarette Dye

Correspondence

A letter from Margarette Dye to Mary Bourget providing updated copies of the SEAALL Constitution and Bylaws.

A Review And Analysis Of Pile Design, David L. Allen

Kentucky Transportation Center Research Report

A review of lateral load design of piles is presented. It appears many different methods and allowable lateral loads are permitted by the states. One particular method is discussed in detail, and from that method two charts are presented that relate pile deflection to lateral load. Recommendations are given on design criteria for lateral loads.

A review of allowable axial stresses is also presented. The results of a brief finite element analysis of pile tip settlement versus load for various conditions are also presented. These results are compared to data obtained from the literature. Recommendations on maximum allowable axial stress …

Corporations And Corporate Agents: Liability On Commercial Paper Contracts And Attainment Of Holder Status, Harold R. Weinberg

Law Faculty Scholarly Articles

This article focuses on two classes of commercial paper issues. Section I considers the Uniform Commercial Code rules relevant to determining whether a corporation or its agents are bound by contracts made upon a negotiable instrument. Application of these rules continues to be an important and recurrent source of legal disputes. Section II considers the rights of corporations or their agents to obtain holder status prerequisite to enforcing commercial paper contracts. Problems relating to the attainment of this status can result from corporate engagement in joint-enterprise with artificial or natural persons and from the linkage of corporations through common ownership …

Fertilizing Alfalfa For Optimum Yields, William O. Thom

Soil Science News and Views

Alfalfa is one of the most important forage crops in Kentucky. It is grown on a wide range of soil types, has the ability to produce high yields, and will respond to good management including a sound soil fertility program.

Southeastern Law Librarian Autumn 1984, Seaall

Newsletters

No abstract provided.

The Review Of The College Of Law Alumni Association, Fall 1984, University Of Kentucky College Of Law

Annual Magazines

No abstract provided.

Estimation Of Equivalent Axleloads: Computer Program Documentation, John M. Salsman, John A. Deacon

Kentucky Transportation Center Research Report

The estimation of equivalent axleloads (EAL) requires the correlation of several data bases. Described herein are three computer programs which summarize truckweight data and classification data, and combine the two data bases to estimate EAL's for each site where classification counts are available in a given year.

The programs also present the data in two matrices to characterize the effects that geographic area, federal-aid classification, coal-haul volume and total volume have on each of the traffic parameters necessary to compute EAL's.

Water-Induced Surface Failures On I 65, Hardin County, Kentucky, Ellis G. Williams, Herbert F. Southgate, Robert C. Deen

Kentucky Transportation Center Research Report

This report documents an investigation of water-related distress on portions of I 65 in Hardin County, Kentucky, on Muldraugh Hill. An open-graded surface placed on a full-depth asphaltic concrete pavement had shown areas of flushing and shallow shear failures in the outer lanes after one year of service. Cores were obtained from the outer lanes in areas exhibiting no problems to shear and flow failures. Core sites also were chosen across the lane to represent edge, wheel track, and between wheel track conditions. Visual inspection of the cores was made under normal lighting and an ultraviolet light and photographs were …

Two Row Crop Harvester, Larry D. Swetnam, James H. Casada, Linus R. Walton

Biosystems and Agricultural Engineering Faculty Patents

A two row harvesting aid including an easily adjustable, semi-floating, self-steering primary cutter head and an auxiliary second row attachment for harvesting row crops. Self-steering capabilities, a cut-off mechanism and a quick-adjustment are combined into a single integral unit on the primary harvester. Direction sensing is accomplished by utilizing a feeler arm or a set of feeler arms which follow the plant stock row or other protrusions or indentations. Forces detected by the guidance sensors are transmitted to a ring which is a part of the housing and/or shielding of the cut-off device. The steering forces may be transmitted to …

Nondestructive Evaluation Of Rigid Pavements Using Road Rater Deflections [1984], Gary W. Sharpe, Mark Anderson, Robert C. Deen, Herbert F. Southgate

Kentucky Transportation Center Research Report

Road Rater deflections have been used to determine in-place structural conditions of rigid and composite pavements, based on modifications of principles and experience with the structural evaluation of flexible pavements. Details of the use of elastic layer theory to simulate deflection measurements associated with loadings for the Kentucky Road Rater are presented. Included is an illustration of the use of field deflection measurements to "back calculate'" in-place moduli. The procedures are generally iterative and involve matching measured deflections with theoretical deflections. Elastic layer principles have been used to simulate deflections only at the midslab position. Relationships regarding deflections at other …

Letter To Mary Bourget Regarding Meeting Minutes, August 15, 1984, Margarette Dye

Correspondence

A letter from Margarette Dye to Mary Bourget providing meeting minutes and a financial report.

Finite Element Simulation Of Saturated-Unsaturated Subsurface Flow, George E. Blandford

KWRRI Research Reports

A two-dimensional transient model for flow through saturated-unsaturated porous media is developed, The model numerically solves the pressure head dependent or moisture content dependent form of Richard's equation. The model code uses isoparametric quadratic triangular and/or quadrilateral finite elements for the geometric representation and for the weak Galerkin spacial integrations. An implicit, unconditionally stable single-step numerical time integration scheme with an oscilliatory noise reduction option is utilized for the temporal discretization. The highly efficient symmetric skyline (profile) solution scheme is used to solve the resulting simultaneous equations. The nonlinear subsurface flow parameters are approximated using cubic spline interpolation. The element …

Discharge And Travel Time Determinations In The Royal Spring Groundwater Basin, Kentucky, John Thrailkill, Douglas R. Gouzie

KWRRI Research Reports

Groundwater flow in many karst regions, including the Inner Bluegrass Karst Region of central Kentucky in which the study area was located, is unlike groundwater flow in granular aquifers. At least the major flows are turbulent and often with a free surface in large conduits, and applying concepts based on Darcy's Law to describe and model these flows is inappropriate. Parameters such as linear velocity, channel geometry, and conveyance used to describe surface streamflows are more applicable, and the primary objective of the project was to estimate these in a groundwater basin using the travel time of dye slugs and …

Analysis Of Loads And Settlements For Reinforced Concrete Culverts, David L. Allen, Bobby W. Meade

Kentucky Transportation Center Research Report

Three primary factors in considering the loads on, and therefore the design of, underground conduits are: bedding conditions, trench configuration, and use of the "imperfect trench." Models of varied conditions are analyzed using a finite element program and the results compared to data obtained at instrumented sites of similar conditions. Presented herein are charts developed from these analyses which will facilitate future design of culverts. Also presented are recommendations for design criteria and construction procedures.

Southeastern Law Librarian Summer 1984, Seaall

Newsletters

No abstract provided.

Inspection, Prevention, And Remedy Of Suspension Bridge Cable Corrosion Problems, Theodore Hopwood Ii, James H. Havens

Kentucky Transportation Center Research Report

This report discusses methods for visually inspecting cable suspension bridges for corrosion damage. The report discusses how to plan and perform such work, including the locations on cables where corrosion damage is likely to be detected. The report also provides recommendations for assessing the condition of suspension bridge wire. Recommendations also are included for remedial cable repair work should corrosion damage be detected.

Causes Of Soil Compaction And Ways To Minimize Them, Lloyd W. Murdock

Soil Science News and Views

In order for a soil to become compacted, two conditions must be present, pressure and a soil that will compact . Different soils have different compaction characteristics. Sandy loam soils compact most readily; however, most soils with a high percentage of sand compact easily. Silt loam soils are more resistant to compaction, but they too are easily compacted when wet. When silt loam soils are not wet, it requires high pressure to compact them. When the soil is wet, each particle is lubricated and less pressure is required to compact the soil. Clayey soils can be compacted; but, as they …

Structural Evaluation Of Asphaltic Pavements, Robert C. Deen, Herbert F. Southgate, Gary W. Sharpe

Kentucky Transportation Center Research Report

To evaluate projects involving approximately 200 route-miles of interstate and primary pavements in Kentucky and Tennessee in relatively short time frames, it was decided to test, analyze, and design overlays using test equipment (Road Rater) and procedures developed by the University of Kentucky Transportation Research Program. This paper presents the analysis methodology and the evaluation and overlay designs for selected projects, including the before-and-after analysis of milling on one project.

The Road Rater applies a dynamic sinusoidal loading of known force and frequency. The velocity of the vibration waves are measured by sensors and integrated electronically to obtain surface deflections. …

The Review Of The College Of Law Alumni Association, Spring 1984, University Of Kentucky College Of Law

Annual Magazines

No abstract provided.

Traffic Accident Rates In Kentucky (1982), Kenneth R. Agent

Kentucky Transportation Center Research Report

The primary objective of this study was to determine average accident statistics in Kentucky for 1982. These statistics could then be used in Kentucky's high-accident location identification program. The 1982 data were combined with 1980 and 1981 data to calculate more long-term accident statistics. Average accident rates were calculated using several methods of classifying highways. A series of tables was prepared giving criteria that could be used to determine if specific locations have accident problems.

Periodic Nondestructive Evaluation Of In-Service Metal Bridges, Theodore Hopwood Ii, Robert C. Deen

Kentucky Transportation Center Research Report

Metal bridges are subject to in-service fracture problems mainly caused by fatigue. This report considers the prevention of bridge failure by the performance of periodic nondestructive evaluations. Differences in visual and other nondestructive inspect ions are discussed. The use of preliminary inspection strategies for proper testing also is presented. The suitability of common types of nondestructive testing for bridge inspections also are included.

Southeastern Law Librarian Winter 1984, Seaall

Newsletters

No abstract provided.

Discovery In Kentucky: An Overview, Richard H. Underwood

Kentucky Law Journal

No abstract provided.

Atonement, Scapegoats, And The Oxford Debating Society, Joe A. Thompson

The Kentucky Review

No abstract provided.