243,132 Matching Results

Search Results

Correlation of Backswamp Sediments: Atchafalaya Test Section 6, Atchafalaya Levee System, Louisiana

Description: This report describes the results of a series of tests on soil borings taken in Atchafalaya Test Section VI, a 2000-ft-long portion of the Atchafalaya Basin Protection Levee System in south-central Louisiana. The samples were tested to interpret the depositional layers in the foundations soils and to determine various engineering properties.
Date: May 1970
Creator: Krinitzsky, E. L.
Partner: UNT Libraries Government Documents Department

Study of Clay Shale Slopes Along the Panama Canal, Report 3: Engineering Analyses of Slides and Strength Properties of Clay Shales Along the Gaillard Cut

Description: "The results of the engineering studies and analyses which provide guidance on shear strength parameters applicable to the stability evaluation of existing slopes along the Gaillard Cut, the effects of future modifications, and evaluation of newly excavated slopes in clay shales are summarized in this report" (abstract). This report includes the appendices containing enginering data, characteristics of materials, analysis of past slides, active slopes, and hydrographic survey data.
Date: 1975
Creator: Banks, D. C.
Partner: UNT Libraries Government Documents Department

Material Property Investigation for Project Middle Gust, Events 4 and 5: Report 1, Subsurface Exploration and Laboratory Test Results

Description: This report documents the results of a site investigation conducted to support a program of free-field ground shock calculations and field operations for Project MIDDLE GUST, Events IV and V. The site is characterized by a 28-ft-thick section of weathered clay shale (CH) overlying approximately 650 ft of competent clay shale of the Pierre Formation which overlies older sedimentary rocks.
Date: 1973
Creator: Knott, Randy A.; Vispi, Mark A. & Farrell, Warren J.
Partner: UNT Libraries Government Documents Department

Material Property Investigation for Project Middle Gust, Events 1, 2, and 4: Report 1, Subsurface Exploration and Laboratory Test Results

Description: This report documents the results of a site investigation conducted to support free-field ground shock calculations and field operations for Project MIDDLE GUST, Events I, II, and III. The site is characterized by a 6- to 9-ft-thick section of sandy clay (CL) and clayey sand (SC) overburden overlying almost 500 ft of clay shale of the Pierre Formation which overlies older sedimentary rocks. A perched groundwater table in the overburden, approximately 4 ft below the ground surface, is fed by water from the Colorado Canal, which borders the site on three sides.
Date: October 1973
Creator: Windham, J. E.; Chisolm, E. E.; Gatz, J. L. & Lewis, J. T.
Partner: UNT Libraries Government Documents Department

HURRICANE PEAK 1 Structural Response Experiment

Description: Final report describing the HURRICANE PEAK 1 (HP1) Structural Response Experiment including background information, test procedures and results, conclusions, and appendices.
Date: December 1993
Creator: Davis, James L.; Dallriva, Frank D. & Ward, David L.
Partner: UNT Libraries Government Documents Department

Weir Jetty Performance: Hydraulic and Sedimentary Considerations: Hydraulic Model Investigation

Description: Final report regarding studies of weir jetties as an alternative for jetty design at tidal inlets. "The hydraulic model investigation was performed to study important design parameters for a weir jetty system including weir length, elevation, orientation with respect to the shoreline and the conventional portion of the jetty structure, tidal currents over the weir section, flow patterns in the vicinity of the weir section, sediment movement over the weir and effects of the weir jetty on accretion, and erosion upcoast of the jetty system" (abstract, para. 2).
Date: March 1983
Creator: Seabergh, William C.
Partner: UNT Libraries Government Documents Department

Mission Bay Harbor, California, Design for Wave and Surge Protection and Flood Control: Hydraulic Model Investigation

Description: Partial abstract: A 1:100-scale (undistorted) hydraulic model, reproducing Mission Bay Harbor, approximately 3 miles of shoreline, and sufficient offshore area to permit generation of the required test waves, was used to investigate the arrangement and design of proposed structures for (a) improving hazardous entrance conditions, (b) reducing surge inside the harbor, and (c) eliminating potential flood hazards. The original proposal for harbor improvement consisted of a 2,200-ft-long offshore breakwater. The proposed structures for river flood control consisted of (a) a 1,200-ft-long weir in the middle jetty, (b) various south jetty extensions, and (c) diversion dikes on the middle jetty.
Date: June 1983
Creator: Curren, Charles R.
Partner: UNT Libraries Government Documents Department

A Field Test of Selected Insects and Pathogens for Control of Waterhyacinths, Report 1: Preliminary Results for the 1975-76 Season

Description: "During the growing season of 1975, a field experiment was initiated on Lake Concordia, Louisiana, to test the potential effectiveness of selected organisms as control agents against waterhyacinths, Eichhornia crassipes (Mart.) Solms. [...] This report describes the experiment, presents the collected data, and summarizes the observations. Statistical analyses and interpretation of the data are also presented" (abstract).
Date: September 1977
Creator: Addor, Eugene E.
Partner: UNT Libraries Government Documents Department

A Technique for Quantifying Forest Stands for Management Evaluations

Description: "In this study, a system for describing the three-dimensional geometry of trees and stands is presented. The system consists of two survey instruments, a theodolite and transit, and basic triangulation principles. A spotting laser has recently been added to the system to facilitate the spotting of the tree nodes to be surveyed" (p. ix). Results show significant differences in tree productivity as a result of fertilization and changes in heights, bole diameters, etc.
Date: December 1971
Creator: West, Henry W. & Allen, H. H.
Partner: UNT Libraries Government Documents Department

Dynamics of Wheeled Vehicles, Report 1: A Mathematical Model for the Traversal of Rigid Obstacles by a Pneumatic Tire, Appendix B: Digital Implementation of Segmented Tire Model

Description: Summary: "This appendix presents the procedures for digital implementation of the segmented tire model, developed in the basic report for an analog computer. Two procedures are required: (a) determination of the segment spring coefficient from measured load-deflection test results, and (b) computation of the resultant force vector transmitted to the axle. Digital programs for both procedures were written in Fortran IV for a GE-420 system, and are included" (p. xi).
Date: August 1969
Creator: Murphy, N. R., Jr.
Partner: UNT Libraries Government Documents Department

Expedient Reinforcement of Concrete for Use in Southeast Asia: Report 1: Preliminary Tests of Bamboo

Description: "This report summarizes the preliminary results of a current U. S. Army Engineer Waterways Experiment Station (WES) study of the feasibility of using bamboo as an expedient reinforcement for temporary, reinforced concrete structures. The report contains an extensive review of the literature, a description of the test procedures, results of an investigation of the most important engineering properties of bamboo, descriptions of tests of 26 bamboo-reinforced structural elements (20 simply supported beams with 6-ft (1.83-m) spans, and 6 simply supported two-way slabs of varying length, width, and depth), and conclusions and tentative recommendations for the design of bamboo-reinforced structures" (p. xiii).
Date: 1969
Creator: Cox, F. B. & Geymayer, H. G.
Partner: UNT Libraries Government Documents Department

Precast Concrete Elements for Structures in Selected Theaters of Operations

Description: Partial abstract: "The current state of the art of design, fabrication, and erection techniques of various prefabricated elements for concrete structures are reviewed. Included are precast concrete highway bridges, logging bridges, railway bridges, piles, culverts, pipes, floating structures, and field fortifications. The structural properties, advantages, and disadvantages of various elements and systems are discussed."
Date: February 1978
Creator: McDonald, James E. & Liu, Tony C.
Partner: UNT Libraries Government Documents Department

Physical Hydraulic Models: Assessment of Predictive Capabilities; Report 1: Hydrodynamics of the Delaware River Estuary Model

Description: Partial abstract: The purpose of this study is to define the reliability with which results of tests conducted in a physical model of the Delaware River Estuary can be used to predict the effects of modifications to the estuary. The Delaware River model at the Waterways Experiment Station was used to conduct tests to predict the effects of the navigation channel enlargement between Philadelphia and Trenton, and the results of the tests are compared with subsequent prototype data to determine the accuracy of the model predictions.
Date: June 1975
Creator: Letter, Joseph V., Jr. & McAnally, William H., Jr.
Partner: UNT Libraries Government Documents Department

15 Mile Road/Edison Corridor Sewer Tunnel Failure Study, Detroit Area, Michigan

Description: Partial abstract: "The study consisted of field and laboratory investigations, construction evaluation, and geotechnical and structural analyses to determine the cause(s) of distress and failure of a 2600-ft section of 12-ft 9-in. diameter concrete-lined sanitary sewer tunnel in the Detroit, Mich., area. [...] The report includes summaries of all pertinent construction records, results of all pertinent past and current field and laboratory tests on construction and geotechnical materials, and detailed geotechnical and structural analyses based on observed conditions and measured parameters."
Date: January 1981
Creator: Albert, Dick
Partner: UNT Libraries Government Documents Department

Foundation Grouting Practices at Corps of Engineers Dams

Description: The purpose of the assessment is to provide background information on the Corps' practices, identify shortcomings in specifications, estimates, grout placement techniques, and, in general, to determine the effectiveness of the Corps' grouting programs. The report reviews past grouting projects and describes the planning, execution, and performance evaluation of the programs.
Date: October 1984
Creator: Albritton, John; Jackson, Lawson & Bangert, Robert
Partner: UNT Libraries Government Documents Department

State-of-the-Art Construction Technology for Deep Tunnels and Shafts in Rock

Description: Report describing an effort to determine the state-of-the-art in tunnel and shaft construction technology, as part of the overall feasibility study to construct a facility for the ICBM Deep Basing Deployment Concept.
Date: January 1985
Creator: Bennett, Robert D. & Hignett, H. John
Partner: UNT Libraries Government Documents Department

The Vaiont Slide: A Geotechnical Analysis Based on New Geologic Observations of the Failure Surface, Volume 1: Main Text

Description: First part of a final report describing "efforts to confirm the existence and nature of clay seams in the [Vaiont Slide] mass and to confirm the possible existence of an 'old' slide at the site. These efforts were made by (a) firsthand field observations of the geology, (b) an examination of preslide and postslide airphotographs, (c) laboratory testing of samples of failure plane materials, and (d) and examination and translation of geologic and other documents related to preslide and postslide conditions" (abstract, para. 2). The report also presents stability analyses of the Vaiont Slide.
Date: June 1985
Creator: Hendron, A. J., Jr. & Patton, F. D.
Partner: UNT Libraries Government Documents Department

The Vaiont Slide: A Geotechnical Analysis Based on New Geologic Observations of the Failure Surface, Volume 2: Appendicies A Through G

Description: Second part of a final report containing appendices to accompany a study describing "efforts to confirm the existence and nature of clay seams in the [Vaiont Slide] mass and to confirm the possible existence of an 'old' slide at the site. These efforts were made by (a) firsthand field observations of the geology, (b) an examination of preslide and postslide airphotographs, (c) laboratory testing of samples of failure plane materials, and (d) and examination and translation of geologic and other documents related to preslide and postslide conditions" (abstract, para. 2, Volume 1).
Date: June 1985
Creator: Hendron, A. J., Jr. & Patton, F. D.
Partner: UNT Libraries Government Documents Department

LEVSEEP: Analysis Software for Levee Underseepage and Rehabilitation

Description: This report uses the computer software LEVSEEP to describe analysis methodology for levee underseepage analyses and rehabilitation. Information required for data input, calculation procedures, output, and graphics is presented. In addition, comprehensive results of case studies and parameter analyses utilizing LEVSEEP are included.
Date: July 1995
Creator: Brizendine, Anthony L.; Taylor, Hugh M., Jr. & Gabr, M. A.
Partner: UNT Libraries Government Documents Department

Model Study of Galveston Harbor Entrance, Texas: Hydraulic Model Investigation

Description: Report discussing the results of a series of tests in Galveston Bay to: "(a) develop plans for relocation and stabilization of the jetty channel on an alignment and at a depth suitable fro the safe passage of supertankers; (b) determine means for protecting the north jetty from the undermining action of tidal currents; (c) determine the shoaling characteristics of the relocated and deepened jetty (inner bar) channel and develop plans for minimizing shoaling in the relocated channel; and (d) determine the best locations for additional anchorage areas adjacent to the jetty channel or in Bolivar Roads" (p. ix).
Date: February 1969
Creator: Simmons, Henry B. & Boland, Robert A.
Partner: UNT Libraries Government Documents Department

Marysville Lake Hydrothermal Study: Report 2

Description: Partial abstract: "This study was conducted to determine the effect that the proposed Marysville Lake pump-storage hydropower (2250-mw power plant) project would have on downstream water temperatures. A one-dimensional numerical model was used for simulation and prediction of temperatures within and downstream of Marysville Lake. Two physical hydraulic models were used for study and description of the hydrodynamic response of the project. Information from the physical models was necessary to determine coefficients used by algorithms within the mathematical model."
Date: February 1978
Creator: Dortch, Mark S.
Partner: UNT Libraries Government Documents Department