Masters Theses in the Pure and Applied Sciences

Masters Theses in the Pure and Applied Sciences
Author: Wade H. Shafer
Publisher: Springer Science & Business Media
Total Pages: 299
Release: 2013-12-11
Genre: Science
ISBN: 147575776X

Masters Theses in the Pure and Applied Sciences was first conceived, published, and dis seminated by the Center for Information and Numerical Data Analysis and Synthesis, (CINDAS) *at Purdue University in 1957, starting its coverage of theses with the academic year 1955. Beginning with Volume 13, the printing and dissemination phases of the ac tivity was transferred to University Microfilms/Xerox of Ann Arbor, Michigan, with the thought that such an arrangement would be more beneficial to the academic and general scientific and technical community. After five years of this joint undertaking we had concluded that it was in the interest of all concerned if the printing and distribution of the volume were handled by an international publishing house to assure improved service and broader dissemination. Hence, starting with Volume 18, Masters Theses in the Pure and Applied Sciences has been disseminated on a worldwide basis by Plenum Publishing Corporation of New York, and in the same year the coverage was broadened to include Canadian universities. All back issues can also be ordered from Plenum. We have reported in Volume 19 (thesis year 1974) a total of 10,045 theses titles from 20 Canadian and 209 United States universities. We are sure that this broader base for theses titles reported will greatly enhance the value of this important annual reference work. The organization of Volume 19 is identical to that of past years. It consists of theses titles arranged by discipline and by university within each discipline.

HRIS Abstracts

HRIS Abstracts
Author: National Research Council (U.S.). Highway Research Information Service
Publisher:
Total Pages: 1090
Release: 1976
Genre: Highway engineering
ISBN:

Variability of Initial Serviceability as a Pavement Design Parameter

Variability of Initial Serviceability as a Pavement Design Parameter
Author: Malvin Holsen
Publisher:
Total Pages: 74
Release: 1974
Genre: Pavements, Flexible
ISBN:

The need to be able to design for a specific level of reliability and account for the inherent variations in the different design factors has been recognized in many areas of design. Basic stochastic design theory was applied to the structural subsystem of the Texas flexible pavement design system by Darter and Hudson, and this allowed the designer to determine the reliability of a specific design or to design for a specific level of reliability. So that this added feature of the system could be used, estimates of the variations associated with the different design factors were needed. A study was made to quantify the variations associated with the initial serviceability index of flexible pavements. The study was designed to obtain better estimates of expected average values and the variations of this design factor. A total of 21 newly constructed pavements were measured by using the surface dynamics profilometer. Most of the models used in the flexible pavement system are empirical equations based on data collected from test sections and in- service pavements. There is a certain lack of fit associated with the equations, and this lack of fit has to be estimated to determine the variance of a design. The lack of fit associated with the performance equation used in the flexible pavement system is believed to be quite large because of wide variations in traffic, environmental conditions, and materials in Texas. A method for determining the lack of fit of the performance equation is also presented.