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Articles 11101 - 11130 of 11835
Full-Text Articles in Entire DC Network
A Study Of The Correlation Potential Of The Optimum Moisture Content, Maximum Dry Density, And Consolidated Drained Shear Strength Of Plastic Fine-Grained Soils With Index Properties, Marvin Tartt Harris
A Study Of The Correlation Potential Of The Optimum Moisture Content, Maximum Dry Density, And Consolidated Drained Shear Strength Of Plastic Fine-Grained Soils With Index Properties, Marvin Tartt Harris
Masters Theses
"The correlation potential of the compaction properties and the consolidated drained shear strength parameters of plastic fine-grained soils with index properties was investigated in this study. The interrelationships of these properties were derived through graphical and multilinear regression analysis. The compaction properties, optimum moisture content, and maximum dry density were found to be related to many of the index properties. The most important relationships were with the plasticity indices and the percentage of particles smaller than two microns; the highest degree of simple correlation was achieved with the liquid limit. The consolidated drained shear parameters, cohesion, and the angle of …
Laboratory Measurement Of Pore Water Pressure Induced By A Model Friction Pile, Charles Alfred Miller
Laboratory Measurement Of Pore Water Pressure Induced By A Model Friction Pile, Charles Alfred Miller
Masters Theses
"This research program has been undertaken to develop a laboratory testing procedure for the measurement of pore water pressure induced by the static loading of a model friction pile. Most of the investigation involved the design, construction, and testing of equipment to be used during the tests which would produce satisfactory and reliable results. It was also desired to simulate field conditions during the tests. A series of tests were performed varying the consolidation pressure on the soil around the model pile. The effects of changing the location of the pore pressure measurements was also investigated. Results of the tests …
Correlation Of Particulate Theory And Behavior Of Real Soils, Christopher Byron Groves
Correlation Of Particulate Theory And Behavior Of Real Soils, Christopher Byron Groves
Masters Theses
"The behavior of granular soils subjected to triaxial stresses can be explained in terms of a combination of elastic deformation and sliding friction. Three sans and a coarse silt at various initial void ratios were tested in drained triaxial compression. Cell pressures were varied between 50 and 1500 psi. Prediction techniques for simulating laboratory data was based on various packings of equal radii spheres. Equilibrium and compatibility equations were used to calculate the principal strains under certain applied stresses. The assumed arrays predicted much smaller strains than those than the soils exhibited. If these strains were subtracted from those observed, …
A Study Of Different Types Of Connections To Structural-Steel Square Tubings, Chao-Sheng Chen
A Study Of Different Types Of Connections To Structural-Steel Square Tubings, Chao-Sheng Chen
Masters Theses
"Although square tubular element has long been recognized as an ideal structural member, its acceptance was limited by the lack of detailed knowledge on suitable connections related to this geometric shape. It is structurally inefficient to use a strong column poorly connected to a strong beam. So it is necessary to understand, in advance of adoption, the effect and behavior of different types of connections and to develop an efficient structural system. In this study, the ordinary column-to-beam framing with different types of connections has been investigated. The three types of connections are single-plate connection, double-angle connection, and multi-angle connection. …
Static And Dynamic Instability Analysis Of Rigid Frames With Timoshenko Members, Carlton Lee Smith
Static And Dynamic Instability Analysis Of Rigid Frames With Timoshenko Members, Carlton Lee Smith
Masters Theses
"In this thesis, a technique has been developed to determine the natural frequencies of plane rigid frames with the consideration bending, shear deformation, rotatory inertia, and internal axial forces. The internal forces are functions of the instability load of the vibrating system for which the effects of bending and shear deformation on the stability of this structure are considered. For the sake of completeness, the matrix formulations for the dynamic or stability analysis of a rigid frame are given. The stiffness matrices of these formulations are then derived. The influence of shear deformation, rotatory inertia, and internal axial force is …
A Study On Load Transfer Of Model Friction Piles, Richard Milton Franke
A Study On Load Transfer Of Model Friction Piles, Richard Milton Franke
Masters Theses
"Previous investigations concerned with disturbance of soft clay by driving displacement piles are summarized. The initiation of excess pore water pressures due to pile driving, and mechanisms of load transfer are also described, along with the applicapability of model pile testing in analysis of the various phenomena. Load tests were conducted on assorted sizes of model friction piles embedded in sedimented soil samples with consisted of a silt and clay mixture. Pilot holes of various diameters were cut in the samples. A theoretical load distribution curve was used to calculate the load transferred to the soil as a function of …
The Influence Of Organic Matter On Shear Strength Of A Cohesive Soil, Kamran Rezvan
The Influence Of Organic Matter On Shear Strength Of A Cohesive Soil, Kamran Rezvan
Masters Theses
"The shearing properties of an organic A̲ horizon of Bryce clay were studied and compared with the properties of the same soil treated with hydrogen peroxide. The treatment was to remove the organic matter and isolate it as a variable. Tests were performed on artificially sedimented samples of the untreated, 75 percent untreated, 50 percent untreated, 25 percent untreated, and the treated soil. The effective stress failure envelopes were found to be higher for the untreated soil than that of the treated. The elastic deformation, however, was larger for the untreated samples. The pore water pressure development due to shearing …
The Influence Of Several Factors On The Rate Of Secondary Compression Of Soil, William Joel Green
The Influence Of Several Factors On The Rate Of Secondary Compression Of Soil, William Joel Green
Masters Theses
"This research program has been undertaken to study the influence of load increment ratio, temperature, and sample thickness on Cα (rate of secondary consolidation) for a high organic content and low organic content soil. Consolidation equipment was designed to produce constant temperatures both above and below ambient, and to accommodate both 3/4 and 1 1/2 inch thick samples. Samples were molded into oedometer rings at the liquid limit. It was found that Cα was independent of the sample thickness and load increment ratio for both the high organic and low organic soils. The influence of temperature on Cα was found …
A Study Of A Lead Mining Waste Water Pollution Problem, William Earl Anderson Jr.
A Study Of A Lead Mining Waste Water Pollution Problem, William Earl Anderson Jr.
Masters Theses
"The waste water from the Fletcher Mine of the St. Joseph Lead Company was producing large algal growths in Bee Fork Creek. A field and laboratory study was conducted to determine the characteristics of the waste, find a method of determining the pollutional materials contained in the waste, study the undesirable algal growths, and develop and evaluate a practical, inexpensive, and effective pollution abatement method. Laboratory studies included analytical analysis of the waste, flotation reagent analysis, a microscopic study of the algal growths, algal growth studies, and heavy metal analysis of the algal growths. Field work comprised: a study of …
Financing The Highway Needs Of Indiana, Harold L. Michael, James A. Metcalfe
Financing The Highway Needs Of Indiana, Harold L. Michael, James A. Metcalfe
JTRP Technical Reports
No abstract provided.
Evaluation Of The Performance Of Ultrasonic Equipment For Pavement Thickness Measurements, Charles F. Scholer, Raymond Doran Pavlovich
Evaluation Of The Performance Of Ultrasonic Equipment For Pavement Thickness Measurements, Charles F. Scholer, Raymond Doran Pavlovich
JTRP Technical Reports
No abstract provided.
Flow In Aggregate-Binder Mixes, Egons Tons
Flow In Aggregate-Binder Mixes, Egons Tons
JTRP Technical Reports
No abstract provided.
Selection Of Soil Strength Values For The Design Of Flexible Pavements : Technical Paper, Eldon J. Yoder
Selection Of Soil Strength Values For The Design Of Flexible Pavements : Technical Paper, Eldon J. Yoder
JTRP Technical Reports
No abstract provided.
The Application Of Time-Lapse Photography In Work Simplification Studies Of Construction Operations, Jimmy Alan Jacobson
The Application Of Time-Lapse Photography In Work Simplification Studies Of Construction Operations, Jimmy Alan Jacobson
JTRP Technical Reports
No abstract provided.
Activity-Accessibility Models Of Trip Generation : Progress Report, Tamman Zaki Nakkash
Activity-Accessibility Models Of Trip Generation : Progress Report, Tamman Zaki Nakkash
JTRP Technical Reports
No abstract provided.
Accident Analysis At Railroad-Highway Grade Crossings In Urban Areas: Technical Paper, William D. Berg, Joseph C. Oppenlander
Accident Analysis At Railroad-Highway Grade Crossings In Urban Areas: Technical Paper, William D. Berg, Joseph C. Oppenlander
JTRP Technical Reports
No abstract provided.
Tests Of Prestressed Concrete Beam Splices, Martin J. Gutzwiller, Robert H. Lee
Tests Of Prestressed Concrete Beam Splices, Martin J. Gutzwiller, Robert H. Lee
JTRP Technical Reports
No abstract provided.
The Gcars System Fortran Iv Users Manual, Part 2, A. Keith Turner
The Gcars System Fortran Iv Users Manual, Part 2, A. Keith Turner
JTRP Technical Reports
No abstract provided.
No-Passing Zones: Criteria, Legislation And Location, Valkenburg Gerald Van
No-Passing Zones: Criteria, Legislation And Location, Valkenburg Gerald Van
JTRP Technical Reports
No abstract provided.
A Study Of Pavement Strains And Deflections Produced By Dynamic Time Forces : Progress Report, Svein Olaf Engenes
A Study Of Pavement Strains And Deflections Produced By Dynamic Time Forces : Progress Report, Svein Olaf Engenes
JTRP Technical Reports
No abstract provided.
Temperature Effects On The Compaction And Strength Behavior Of Clay, William H. Highter
Temperature Effects On The Compaction And Strength Behavior Of Clay, William H. Highter
JTRP Technical Reports
No abstract provided.
An Operational Planning Information System For Small Communities : Draft Copy, Robert J. Maxman, William Louise Grecco
An Operational Planning Information System For Small Communities : Draft Copy, Robert J. Maxman, William Louise Grecco
JTRP Technical Reports
No abstract provided.
The Gcars Ii System : Technical Paper, A. Keith Turner
The Gcars Ii System : Technical Paper, A. Keith Turner
JTRP Technical Reports
No abstract provided.
Major Aspects Of The Urban Transportation Planning Process : Interim-Summary Report, William Louise Grecco
Major Aspects Of The Urban Transportation Planning Process : Interim-Summary Report, William Louise Grecco
JTRP Technical Reports
No abstract provided.
Use Of Precast, Prestressed Concrete For Bridge Decks : Progress Report, James H. Ford
Use Of Precast, Prestressed Concrete For Bridge Decks : Progress Report, James H. Ford
JTRP Technical Reports
No abstract provided.
The Gcars System Fortran Iv Programmers Manual, Part A - Programs For Data Collection And Evaluation Part 3 A, A. Keith Turner
The Gcars System Fortran Iv Programmers Manual, Part A - Programs For Data Collection And Evaluation Part 3 A, A. Keith Turner
JTRP Technical Reports
No abstract provided.
Multispectral Data Interpretation For Engineering Soils Mapping : Technical Paper, Marc Giles Tanguay
Multispectral Data Interpretation For Engineering Soils Mapping : Technical Paper, Marc Giles Tanguay
JTRP Technical Reports
No abstract provided.
The Gcars Fortran Iv Programmers Manual, Part B - Programs For Generation Of Alternatives Part 3 B, A. Keith Turner
The Gcars Fortran Iv Programmers Manual, Part B - Programs For Generation Of Alternatives Part 3 B, A. Keith Turner
JTRP Technical Reports
No abstract provided.
A Study Of The Behavior Of Reinforced Concrete T-Beams Subjected To Repeated Loads, Robert S. Platoni
A Study Of The Behavior Of Reinforced Concrete T-Beams Subjected To Repeated Loads, Robert S. Platoni
JTRP Technical Reports
No abstract provided.
Plan Design Model For Urban Area Use Allocations : Draft Copy, W. Don Stewart, William Louise Grecco
Plan Design Model For Urban Area Use Allocations : Draft Copy, W. Don Stewart, William Louise Grecco
JTRP Technical Reports
No abstract provided.