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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.
71

Evaluation of binder grades on rutting performance

Nallamothu, Sri Harsha. January 2003 (has links)
Thesis (M.S.)--West Virginia University, 2003. / Title from document title page. Document formatted into pages; contains viii, 69 p. : ill. (some col.), col. maps. Includes abstract. Includes bibliographical references (p. 55-58).
72

Measurement of rutting in asphalt pavements

Simpson, Amy Louise 28 August 2008 (has links)
Not available / text
73

Long term aging study of WMA binder

Trujillo, Patricia 08 July 2011 (has links)
Warm mix asphalt (WMA) is an environmental friendly technology that contributes to the workers safety, reduction of energy consumption and emissions. In this study, the rheological properties of a PG 64-22 asphalt binder blended with Cecabase RT, Rediset, Evotherm, and Sasobit WMA additives are investigated as a function of laboratory aging. Binders modified with WMA additives and the control samples were both aged in the rolling thin film oven (RTFO) at 143°C and at 163°C, respectively. All samples were then long-term aged in an environmental chamber kept at 60°C. The longterm aged samples were collected at different intervals during a six-month period. Rheological data were collected on each aged sample by performing dynamic shear rheometer (DSR) frequency sweep from 25 to 0.1 Hz. at three different temperatures, i.e. 45°C, 60°C, and 76°C. Samples were also evaluated with the Bending Beam Rheometer (BBR) and Fourier-Transform Infrared (FTIR) Spectroscopy. Gauss-Newton method was vii used for non-linear parameter estimation for modeling the relationship of complex modulus (G*) with temperature, frequency, and aging. Regression analysis was also used for modeling BBR creep stiffness and BBR m-value. Although FTIR results show higher oxidation levels for control than all WMA samples, DSR and BBR results show that Sasobit tends to behave closely to control while Cecabase, Evotherm, and Rediset exhibit lower stiffness than both. / text
74

Void effects on fatigue life asphaltic concrete

Hasan, Ahmad, 1945- January 1973 (has links)
No description available.
75

An investigation of the hardening of asphalt recovered from pavements of various ages

Coons, Richard Ferguson 08 1900 (has links)
No description available.
76

Simulation of the permanent deformation of asphalt concrete mixtures using discrete element method (DEM)

Zelelew, Habtamu Melese, January 2008 (has links) (PDF)
Thesis (Ph. D.)--Washington State University, May 2008. / Includes bibliographical references (p. 166-182).
77

Laboratory evaluation of the effect of superpave gradations and polymer modified asphalts on pavement performance

Asam, Kalyan Reddy. January 2001 (has links)
Thesis (M.S.)--Ohio University, March, 2001. / Title from PDF t.p.
78

Development and comparison of the asphalt binder cracking device to directly measure thermal cracking potential of asphalts

Wysong, Zachary D. January 2004 (has links)
Thesis (M.S.)--Ohio University, August, 2004. / Title from PDF t.p. Includes bibliographical references (leaves 94-97).
79

Dynamic modulus test laboratory investigation and future implementation in the State of Washington /

Elangovan, Muthukumaran Anbilpadugai, January 2008 (has links) (PDF)
Thesis (M.S. in civil engineering)--Washington State University, August 2008. / Includes bibliographical references (p. 106-109).
80

Use of reclaimed asphalt pavements (RAP) in airfield HMA pavements

Pratheepan, Kandiah. January 2008 (has links)
Thesis (M.S.)--University of Nevada, Reno, 2008. / "December, 2008." Includes bibliographical references (leaves 154-156). Online version available on the World Wide Web.

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