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  • About
  • The Global ETD Search service is a free service for researchers to find electronic theses and dissertations. This service is provided by the Networked Digital Library of Theses and Dissertations.
    Our metadata is collected from universities around the world. If you manage a university/consortium/country archive and want to be added, details can be found on the NDLTD website.
31

Effects of viscosity control of asphalt on Marshall stability of asphaltic concrete

Bahri, Gandharv Raj, January 1960 (has links)
Thesis (M.S.)--University of Wisconsin--Madison, 1960. / Typescript. eContent provider-neutral record in process. Description based on print version record. Includes bibliographical references (leaves 134-135).
32

An investigation of hardening of paving asphalts using the sliding plate microviscometer

Busby, Edward Oliver, January 1962 (has links)
Thesis (M.S.)--University of Wisconsin--Madison, 1962. / Typescript. eContent provider-neutral record in process. Description based on print version record. Includes bibliographical references (leaves 106-108).
33

Steady-state deformation behaviour of bituminous mixes

Deshpande, Vikram S. January 1997 (has links)
No description available.
34

Capturing Aggregate and Binder Interaction Effects on Aging Via Mixture Testing for Single Aggregate Source Asphalt Mixtures

Hansen, Bradley Scott 08 December 2017 (has links)
This thesis compares asphalt mixture properties before and after one year of field aging. Simple mixtures, one aggregate source for coarse, fine, and dust proportions, were developed and tested using four mixture tests to isolate asphalt-aggregate interaction. The results found asphalt-aggregate interaction effects and mixing temperature had considerable effects on mixture aging after 1 year. Differences in mass loss, rut depth, and indirect tensile strength that existed before aging became more pronounced after aging. This thesis’ results agree with the literature reviewed and generates new knowledge for mixture design and materials selection considerations for improved pavement performance. It is recommended that mixture conditioning be used with an appropriate mixture conditioning protocol to more accurately categorize mixture ingredients effects on aging.
35

GRADATION AND COMPACTION EFFECTS ON THE VMA OF AGGREGATES.

Al-Kulaib, Abdulaziz. January 1984 (has links)
No description available.
36

Comparison of 19mm Superpave and Marshall base II mixes in West Virginia

Kanneganti, Vasavi, January 2002 (has links)
Thesis (M.S.)--West Virginia University, 2002. / Title from document title page. Document formatted into pages; contains ix, 70 p. : ill. (some col.). Vita. Includes abstract. Includes bibliographical references (p. 43-45).
37

Evaluation of indirect tensile strength to identify asphalt concrete rutting potential

Srinivasan, Geetha. January 2004 (has links)
Thesis (M.S.)--West Virginia University, 2004. / Title from document title page. Document formatted into pages; contains vii, 65 p. : ill. (some col.). Includes abstract. Includes bibliographical references (p. 52-53).
38

Evaluation of the compacted aggregate resistance test

Rafferty, Sean P., January 2004 (has links)
Thesis (M.S.)--West Virginia University, 2004. / Title from document title page. Document formatted into pages; contains ix, 57 p. : ill. (some col.). Vita. Includes abstract. Includes bibliographical references (p. 40-42).
39

Evaluation of 4.75 mm Superpave mix criteria for West Virginia

Diazgranados, Delaskar David. January 2003 (has links)
Thesis (M.S.)--West Virginia University, 2003. / Title from document title page. Document formatted into pages; contains xiv, 146 p. : ill. (some col.), maps. Includes abstract. Includes bibliographical references (p. 107-109).
40

Evaluation of the effect of fines on asphalt concrete

Reyes, Carlos H. January 2003 (has links)
Thesis (M.S.)--West Virginia University, 2003. / Title from document title page. Document formatted into pages; contains x, 98 p. : ill. (some col.). Includes abstract. Includes bibliographical references (p. 62-63).

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