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Full-Text Articles in Civil and Environmental Engineering

Expandable Membrane Ground Anchors In Talus, United States Department Of Transportation, Federal Highway Administration Sep 1989

Expandable Membrane Ground Anchors In Talus, United States Department Of Transportation, Federal Highway Administration

Dams

Expander Body (EB) tieback anchors were installed in talus material in Glenwood Canyon and evaluated as to their ease of installation and performance. The EB consists of a steel tube with thin, folded walls which is expanded in the soil by injection of cement grout. The EB system can be expanded in coarse, angular materials at high pressure without rupturing. It, therefore, can be successfully used to limit grout take in permeable materials.

Based on the results of this study, the EB system was approved as a permanent anchoring method in construction of I 70 through Glenwood Canyon.


Application Of Bmp For Prevention Of Ground-Water Contamination, Majid Ehteshami, Richard C. Peralta Sep 1989

Application Of Bmp For Prevention Of Ground-Water Contamination, Majid Ehteshami, Richard C. Peralta

Civil and Environmental Engineering Faculty Publications

The use of pesticides is an integral part of today's agriculture. In many cases, pesticides safeguard crops from severe pest infestation, or increase yield by suppressing competing weed growth. Pesticides often make the difference between profits and losses in farming operations. However, pesticides, even in extremely low concentrations, can pose a risk to human health and to the environment. Applied to plant or soil surfaces, or injected into the soil, pesticides may leach to the ground water or may be washed off with surface water. Pesticide contaminated surface water can reach ground water, or contaminated ground water can reach the …


Paper El-89-10 V. 1: Fort Monmouth, New Jersey, Water Distribution Systems, Wayne W. Sharp, Donald V. Chase, P. R. Schroeder Sep 1989

Paper El-89-10 V. 1: Fort Monmouth, New Jersey, Water Distribution Systems, Wayne W. Sharp, Donald V. Chase, P. R. Schroeder

Civil and Environmental Engineering and Engineering Mechanics Faculty Publications

This report was prepared by the Environmental Laboratory (EL), US Army Engineer Waterways Experiment Station (WES), in partial fulfillment of Reimbursable Order No. 88-G4-07 from the Fort Monmouth Directorate of Engineering and Housing (DLH), Fort Monmouth, NJ.

The report was prepared by Mr. Wayne W. Sharp, Mr. Donald V. Chase, and Dr. Paul R. Schroeder of the Water Resources Engineering Group (WREG), Environmental Engineering Division (EED), EL. The work was accomplished under the direct supervision of Dr. John J. Ingram. Chief, WREG, and Dr. Raymond L. Montgomery, Chif, EED: qnA -Asr the general supervision of Dr. John Keeley, Assistant Chief, …


Irish Building Services News Sep 1989

Irish Building Services News

Building Services Engineering

No abstract provided.


Safety Belt Usage In Lexington And Opinion Of A Mandatory Safety Belt Law, Kenneth R. Agent, Jerry G. Pigman Sep 1989

Safety Belt Usage In Lexington And Opinion Of A Mandatory Safety Belt Law, Kenneth R. Agent, Jerry G. Pigman

Kentucky Transportation Center Research Report

One objective of this study was to obtain data from a large number of locations within Lexington to determine the extent that safety belt usage varies within the city. An observational survey was conducted at two locations in each of 12 geographic zones in Lexington. Overall safety belt usage rates of 37.6 percent for drivers and 65.1 for children under four years of age were observed using data collected in all 12 zones. Rates were higher in zones in the southern half of Lexington. Usage rates for drivers ranged from 31.9 to 43.5 percent in the various zones while the …


Pavement Inspection Derbyshire Estates, R. Clark Graves, David L. Allen Sep 1989

Pavement Inspection Derbyshire Estates, R. Clark Graves, David L. Allen

Kentucky Transportation Center Research Report

The subject project was constructed in the fall of 1988. Soon after construction, the pavement began to deteriorate. Areas of alligator cracking were observed along with extensive rutting and pushing of the asphaltic concrete. Distresses occurred soon after the roadway was completed. Personnel of the Jefferson Co. Public Works Department requested that Kentucky Transportation Center (KTC) personnel make a preliminary inspection.

Kentucky Transportation Center (KTC) personnel conducted preliminary tests at the site on July 11, 1989. Results of tests were outlined in a letter to Schimpeler-Corradino Associates, on July 19, 1989. After review, of those results, Schimpeler-Corradino principals requested that …


1989 Usage Rates And Effectiveness Of Safety Belts And Child Safety Seats In Kentucky, Kenneth R. Agent Sep 1989

1989 Usage Rates And Effectiveness Of Safety Belts And Child Safety Seats In Kentucky, Kenneth R. Agent

Kentucky Transportation Center Research Report

The objective of the survey summarized in this report is to establish 1989 safety belt and child safety seat usage rates in Kentucky to compare to those determined from previous surveys. Also included in this report is an analysis of accident records evaluating the effectiveness of safety belts.

Statewide usage rates in the 19 cities previously surveyed in 1982 through 1988 showed that driver safety belt usage increased substantially in 1989 while child safety seat usage stabilized in 1989 at close to the 1988 level. The statewide usage rate of safety belts by drivers was 25.5 percent in 1989 compared …


Analysis Of Edge Drains On Western Kentucky Parkway Milepost 83 To Milepost 90, David L. Allen Sep 1989

Analysis Of Edge Drains On Western Kentucky Parkway Milepost 83 To Milepost 90, David L. Allen

Kentucky Transportation Center Research Report

On August 14. 1989. the Kentucky Transportation Cabinet requested the Kentucky Transportation Center (KTC) to investigate an apparent drainage problem on the Western Kentucky Parkway. The area of concern was a rehabilitation project starting at Milepost 83 and ending at Milepost 90. The old PCC pavement was being broken and seated and was being overlayed with approximately five inches of asphaltic concrete. Longitudinal edge drains (Hydraway brand) were installed in 1988, but the PCC pavement was not broken until July, 1989. Two inches of asphaltic concrete base were placed over the old broken pavement, and were used as a driving …


Bioremediation Of Contaminated Surface Soils, J. L. Sims, R. C. Sims, J. E. Matthews Aug 1989

Bioremediation Of Contaminated Surface Soils, J. L. Sims, R. C. Sims, J. E. Matthews

Reports

Biological remediation of soils contaminated with organic chemicals is an alternative treatment technology that can often meet the goal of achieving a permanent clean-up remedy at hazardous waste sites, as encouraged by the U.S. Environmental Protection Agency (U.S. EPA) for implementation of The Superfund Amendments and Authorization Act (SARA) of 1986. Bioremediation is consistent with the philosophical thrust of SARA, for it involves the use of naturally occurring microorganisms to degrade and/or detoxify hazardous constituents in the soil at a contaminated slip to protect public health and the environment.Bioremediation of contaminated soils, including applications and limitations, has been addressed.


Design Of Automotive Structural Components Using High Strength Sheet Steels The Effect Of Strain Rate On Compressive Mechanical Properties Of Sheet Steels, Maher Kassar, Wei-Wen Yu Aug 1989

Design Of Automotive Structural Components Using High Strength Sheet Steels The Effect Of Strain Rate On Compressive Mechanical Properties Of Sheet Steels, Maher Kassar, Wei-Wen Yu

CCFSS Library (1939 - present)

INTRODUCTION Since May 1988, the research project on automotive components sponsored by American Iron and Steel Institute (AISI) at University of Missouri-Rolla (UMR) has been concentrated on a study of the effect of strain rate on mechanical properties of sheet steels and the structural behavior and strength of cold-formed steel members subject to impact loads. The results of the tensile dynamic mechanical properties of three selected sheet steels, in the virgin condition as well as for the steels subjected to different amount of cold stretchings, were estabiished in 1988 and early 1989. Details of the tension coupon tests were presented …


Load And Resistance Factor Design Of Cold-Formed Steel Load And Resistance Factor Design Specification For Cold-Formed Steel Structural Members With Commentary, Ling-En Hsiao, Wei-Wen Yu, Theodore V. Galambos Aug 1989

Load And Resistance Factor Design Of Cold-Formed Steel Load And Resistance Factor Design Specification For Cold-Formed Steel Structural Members With Commentary, Ling-En Hsiao, Wei-Wen Yu, Theodore V. Galambos

CCFSS Library (1939 - present)

FOREWORD This progress report contains the following two parts: Part I: Load and Resistance Factor Design Specification for Cold-Formed Steel Structural Members (pp. i-107). Part II: Commentary on the Load and Resistance Factor Design Specification for Cold-Formed Steel Structural Members (pp. 109-161). The load and resistance factor design specification proposed herein is the revised version of the design recommendations prepared in February 1988 and submitted to American Iron and Steel Institute as Tenth Progress Report. This document was prepared according to the 1986 edition of the AISI Specification for the Design of Cold-Formed Steel Structural Members. The selections of ϕ …


Irish Building Services News Jul 1989

Irish Building Services News

Building Services Engineering

No abstract provided.


Evaluation Of The Base Test Method For Predicting The Flexural Strength Of Standing Seam Roof Systems Under Gravity Loading, Thomas M. Murray, Steven D. Brooks Jul 1989

Evaluation Of The Base Test Method For Predicting The Flexural Strength Of Standing Seam Roof Systems Under Gravity Loading, Thomas M. Murray, Steven D. Brooks

CCFSS Library (1939 - present)

No abstract provided.


Earthquake Hazard Mitigation Of Transportation Facilites For Us 79, Us 41a, Us 641 And The Trace In Northern Tennessee, L. John Fleckenstein, David L. Allen, Vincent P. Drnevich Jul 1989

Earthquake Hazard Mitigation Of Transportation Facilites For Us 79, Us 41a, Us 641 And The Trace In Northern Tennessee, L. John Fleckenstein, David L. Allen, Vincent P. Drnevich

Kentucky Transportation Center Research Report

Concern has grown in recent years over the seismic activity of the New Madrid seismic zone in Western Kentucky. Western Kentucky is located in this region. To permit emergency medical, supply, and equipment traffic into this area after an earthquake has occurred, the Kentucky Transportation Cabinet is interested in the possibility of keeping selected routes passable. This report lists the routes that have been investigated and recommended as being the routes in Northern Tennessee that should be maintained in a passable condition. The recommended routes, US 79, US 41A, The Trace and US 641 have been visually surveyed and all …


Carrying Capacity And Cracking Resistance At The Support Zone Of Halving Joints In Reinforced Concrete Beams, H. W. Chung Jun 1989

Carrying Capacity And Cracking Resistance At The Support Zone Of Halving Joints In Reinforced Concrete Beams, H. W. Chung

Tanzania Journal of Engineering and Technology (TJET)

Abstract


Carrying Capacity And Cracking Resistance Of The Bracket, S. Mpinzire Jun 1989

Carrying Capacity And Cracking Resistance Of The Bracket, S. Mpinzire

Tanzania Journal of Engineering and Technology (TJET)

Abstract


A Software Package For Time-Tabling And Scheduling Of A City Transport System, V B Kaujalgi, A K Rao, T A S Vijayaraghavan Jun 1989

A Software Package For Time-Tabling And Scheduling Of A City Transport System, V B Kaujalgi, A K Rao, T A S Vijayaraghavan

IIMB Management Review

The planning control and implementation of an urban transportation
system is a complicated decision process. In practice, due to its complexities,
the problem has to be divided into sub problems considering only certain
aspects of such a system. Hence the focus of the present paper is on the
vehicle time-tabling and scheduling aspects of a city transportation system. A
computer software package for an urban road transport manager in his
day-to-day operations is developed. It can also be used for planning purposes.
The transport sector in any city is generally managed by public sector
organizations. Such systems are very complex. …


Earthquake Hazard Mitigation Of Transportation Facilites For Marshall County, Bobby W. Meade, David L. Allen, Vincent P. Drnevich Jun 1989

Earthquake Hazard Mitigation Of Transportation Facilites For Marshall County, Bobby W. Meade, David L. Allen, Vincent P. Drnevich

Kentucky Transportation Center Research Report

Concern has grown in recent years over the seismic activity of the New Madrid seismic zone in Western Kentucky. Marshall County, Kentucky is located in this region. To permit emergency medical, supply, and equipment traffic into this area after an earthquake has occurred, the Kentucky Transportation Cabinet is interested in the possibility of keeping selected routes passable. This report lists the routes that have been investigated and recommended as being the routes in Marshall County that should be maintained in a passable condition. The recommended routes, US 68, US 68/KY 80, US 62, US 62/US 641, KY 58/KY 80, KY …


Guide To Revenue Calculations: Local Option Highway User Tax 1989, Herpicc Jun 1989

Guide To Revenue Calculations: Local Option Highway User Tax 1989, Herpicc

Indiana Local Technical Assistance Program (LTAP) Publications

This guide is provided to explain the output generated by the computer programs, and to suggest ways in which the results can be adapted to specific LOHUT proposals before a County Council. HERPICC neither endorses nor opposes passage of a LOHUT. The revenue projections it provides are intended to be an aid to well-informed decision-making on the part of a county’s citizens and its County Council.


On-Farm Reservoir Construction In The Grand Prairie Region Of Arkansas: An Engineering Economic Analysis, Jayson K. Harper, Richard C. Peralta, Robert N. Shulstad Jun 1989

On-Farm Reservoir Construction In The Grand Prairie Region Of Arkansas: An Engineering Economic Analysis, Jayson K. Harper, Richard C. Peralta, Robert N. Shulstad

Civil and Environmental Engineering Faculty Publications

No abstract provided.


Earthquake Hazard Mitigation Of Transportation Facilites For Fulton County, L. John Fleckenstein, David L. Allen, Vincent P. Drnevich Jun 1989

Earthquake Hazard Mitigation Of Transportation Facilites For Fulton County, L. John Fleckenstein, David L. Allen, Vincent P. Drnevich

Kentucky Transportation Center Research Report

Concern has grown in recent years over the seismic activity of the New Madrid seismic zone in Western Kentucky. Fulton County, Kentucky is located in this region. To permit emergency medical, supply, and equipment traffic into this area after an earthquake has occurred, the Kentucky Transportation Cabinet is interested in the possibility of keeping selected routes passable. This report lists the routes that have been investigated and recommended as being the routes in Fulton County that should be maintained in a passable condition. The recommended routes, US 45, KY 94, KY 125, and KY 166 have been visually surveyed and …


Earthquake Hazard Mitigation Of Transportation Facilites For Graves County, L. John Fleckenstein, David L. Allen, Vincent P. Drnevich Jun 1989

Earthquake Hazard Mitigation Of Transportation Facilites For Graves County, L. John Fleckenstein, David L. Allen, Vincent P. Drnevich

Kentucky Transportation Center Research Report

Concern has grown in recent years over the seismic activity of the New Madrid seismic zone in Western Kentucky. Graves County, Kentucky is located in this region. To permit emergency medical, supply, and equipment traffic into this area after an earthquake has occurred, the Kentucky Transportation Cabinet is interested in the possibility of keeping selected routes passable. This report lists the routes that have been investigated and recommended as being the routes in Graves County that should be maintained in a passable condition. The recommended routes, KY 94, KY 121, KY 58/KY 80, US 45/KY 58, US 45, and KY …


Earthquake Hazard Mitigation Of Transportation Facilites For Hopkins County, Bobby W. Meade, David L. Allen, Vincent P. Drnevich Jun 1989

Earthquake Hazard Mitigation Of Transportation Facilites For Hopkins County, Bobby W. Meade, David L. Allen, Vincent P. Drnevich

Kentucky Transportation Center Research Report

Concern has grown in recent years over the seismic activity of the New Madrid seismic zone in Western Kentucky. Hopkins County, Kentucky is located in this region. To permit emergency medical, supply, and equipment traffic into this area after an earthquake has occurred, the Kentucky Transportation Cabinet is interested in the possibility of keeping selected routes passable. This report lists the routes that have been investigated and recommended as being the routes in Hopkins County that should be maintained in a passable condition. The recommended routes, US 41, US 41A, US 62, KY 109, and KY 1751 have been visually …


Stability Of Asphaltic Concrete Mixtures, David L. Allen, Hossien Roghani Jun 1989

Stability Of Asphaltic Concrete Mixtures, David L. Allen, Hossien Roghani

Kentucky Transportation Center Research Report

This study was initiated with the general objective of quantifying some of the parameters that govern the stability and rutting characteristics of asphalt-bound materials. Aggregate type and gradation, loading magnitudes and patterns asphalt types and viscosity, are known to affect the stability of an asphalt mixture.

The study was conducted in three phases. The first phase was a study of the effects of large stone gradations on the rutting and fatigue characteristics of an asphalt base mixture. The second phase was an in-depth study of the mastic portion (smaller than 3/8-inch) of an asphalt mixture. The third phase was a …


Pavement Evaluation Elkhorn Drive, R. Clark Graves Jun 1989

Pavement Evaluation Elkhorn Drive, R. Clark Graves

Kentucky Transportation Center Research Report

The Lexington-Fayette Urban County Government requested that the Kentucky Transportation Center perform a pavement evaluation and overlay design for Elkhorn Drive. This pavement section consisted of 3 inches of asphaltic concrete and 8 inches of dense graded aggregate. A visual inspection during testing revealed several areas of severe alligator cracking along with some areas of transverse cracking.


Warrants And Guidelines For Installation Of Guardrail, Jerry G. Pigman, Kenneth R. Agent Jun 1989

Warrants And Guidelines For Installation Of Guardrail, Jerry G. Pigman, Kenneth R. Agent

Kentucky Transportation Center Research Report

Kentucky, as most other states, has in the past relied on the AASHTO "Barrier Guide'' for guidance in the installation of guardrail. Additional information related to barrier selection and installation was recently published in the form of the AASHTO "Roadside Design Guide. " However, considerable judgement is required for application of this information and it was determined that significant benefit could be derived from development of guidelines representative of conditions in Kentucky. Listed below are significant results from this study.

  1. Results from a previous survey of guardrail standards and guidelines were summarized and it was found that only a few …


Accidents Involving Vehicles Parked On Shoulders Of Limited Access Highways, Kenneth R. Agent, Jerry G. Pigman Jun 1989

Accidents Involving Vehicles Parked On Shoulders Of Limited Access Highways, Kenneth R. Agent, Jerry G. Pigman

Kentucky Transportation Center Research Report

This study was conducted to quantify the extent of the problem of accidents involving vehicles on shoulders of limited access highways. Accident data for a three-year period (1985-1987) were collected along with a survey of vehicles stopped on the shoulder on interstates and parkways.

While the percentage of all accidents on interstates and parkways involving a vehicle on the shoulder is small (1.8 percent), the percentage of fatal accidents involving a vehicle on the shoulder is significant (11.1 percent). The accident data revealed that the majority of shoulder vehicles had stopped for an emergency stop as opposed to a leisure …


Comparison Of Three Methods Of Pavement Design For Lexington-Fayette County, David L. Allen Jun 1989

Comparison Of Three Methods Of Pavement Design For Lexington-Fayette County, David L. Allen

Kentucky Transportation Center Research Report

It is imperative in an era of limited budgets for construction and maintenance of streets and highways that a rational approach be followed for managing these funds. One of the first steps of this management process is the adequate and proper design of new streets and roads. In the interest of having a more rational system of design, representatives of the Lexington-Fayette Urban County Government requested the Kentucky Transportation Center to assist in the development of a new pavement design system that more clearly reflects differences in soils, traffic streams, environmental conditions, and materials. In fulfillment of that request, this. …


Earthquake Hazard Mitigation Of Transportation Facilites For Caldwell County, L. John Fleckenstein, David L. Allen, Vincent P. Drnevich Jun 1989

Earthquake Hazard Mitigation Of Transportation Facilites For Caldwell County, L. John Fleckenstein, David L. Allen, Vincent P. Drnevich

Kentucky Transportation Center Research Report

Concern has grown in recent years over the seismic activity of the New Madrid seismic zone in Western Kentucky. Caldwell County, Kentucky is located in this region. To permit emergency medical, supply, and equipment traffic into this area after an earthquake has occurred, the Kentucky Transportation Cabinet is interested in the possibility of keeping selected routes passable. This report lists the routes that have been investigated and recommended as being the routes in Caldwell County that should be maintained in a passable condition. The recommended routes, KY 91, KY 672, US 641 and US 62 have been visually surveyed and …


Earthquake Hazard Mitigation Of Transportation Facilites For Carlisle County, Bobby W. Meade, David L. Allen, Vincent P. Drnevich Jun 1989

Earthquake Hazard Mitigation Of Transportation Facilites For Carlisle County, Bobby W. Meade, David L. Allen, Vincent P. Drnevich

Kentucky Transportation Center Research Report

Concern has grown in recent years over the seismic activity of the New Madrid seismic zone in Western Kentucky. Carlisle County, Kentucky is located in this region. To permit emergency medical, supply, and equipment traffic into this area after an earthquake has occurred, the Kentucky Transportation Cabinet is interested in the possibility of keeping selected routes passable. This report lists the routes that have been investigated and recommended as being the routes in Carlisle County that should be maintained in a passable condition. The recommended routes, Ky 121 and US 62, have been visually surveyed and all seismically significant features …