Thesis--Catholic University of America. / "Bibliographical note": p. 225-235.

Based on the author's thesis, Református Teológiai Akadémia, Budapest, 1966, presented under title: Die Kaleb-Tradtitionen. / Includes bibliographical references (p. 135-155).

"The content of this book, in a less complete form than it is here presented, was submitted in 1914 in partial fulfillment of the requirementsfor the degree of master of arts in the Graduate School of the University of Missouri."--Pref. / "Edition limited to 500."

Thesis (M.A.)--University of Delaware, 2006. / Principal faculty advisor: Pauline K. Eversmann, Winterthur Program in Early American Culture. Includes bibliographical references.

No description available.

No description available.

Thesis (M.A.)--Indiana University, 2007. / Title from screen (viewed on June 6, 2007) Department of History, Indiana University-Purdue University Indianapolis (IUPUI) Includes vita. Includes bibliographical references (leaves 240-246)

Indiana University-Purdue University Indianapolis (IUPUI) / This thesis examines how the writings of Caleb Mills impacted the development of public education in Indiana and includes an edition of two unpublished addresses by Mills, “A Lecture on Popular Education” and “Knowledge is Power.” The addresses provide a much-needed glimpse of some of Caleb Mills’ efforts other than his famous addresses as “One of the People.” The works demonstrate how the education reformer outlined his views regarding the ideals of proper education found in his much better known “One of the People” addresses and also highlight the education debate that has continued into the early twenty-first century.

Review of Caleb Beissert: Federico Garcia Lorca & Pablo Neruda: Beautiful, Translations from the Spanish

This study was designed to evaluate the ability of vertical drains to prevent liquefaction and limit associated settlement. Drain performance was investigated using full-scale tests with vertical drains in liquefiable sand using a laminar shear box with acceleration time histories applied at the base. Performance of the sand box with drains in these tests was compared with performance of the sane box without drains in previous tests. The test data was also used to create case histories which can be used for further research and calibration of computer models. Although some investigations regarding vertical drains have been performed with centrifuge tests, no full-scale drain installation had been tested previously. Two drain geometries were investigated, first with drains spaced at 4 feet and second with drains spaced at 3 feet, to determine the effect of spacing on drain effectiveness.Sand was hydraulically placed at a relative density of about 40%. Sensors to monitor pore water pressure, settlement, lateral displacement, and acceleration were placed in the laminar shear box. Three rounds of testing were performed with each drain configuration. Each round consisted of three tests, with peak sinusoidal acceleration levels of 0.05g, 0.1g, and 0.2g respectively, with 15 sinusoidal cycles in each case. A cone penetration test sounding was performed between each round as well as before and after testing to characterize the soil properties for each round.Prefabricated drains were effective at reducing excess pore pressure generation during shaking and increasing the rate of dissipation immediately following the shaking. Liquefaction induced settlement was typically reduced by about 50% relative to tests without drains. These results are in good agreement with results from previous centrifuge testing. Drains spaced closer together reduced the excess pore pressure that generated during shaking and increased the rate of pore pressure dissipation relative to tests with drains spaced further apart, but post-liquefaction settlements were similar. As the soil became denser, settlement decreased significantly, as did the time for pore pressures to dissipate.