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Evaluation of binder grades on rutting performanceNallamothu, 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).
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Measurement of rutting in asphalt pavementsSimpson, Amy Louise 28 August 2008 (has links)
Not available / text
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Long term aging study of WMA binderTrujillo, 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
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Void effects on fatigue life asphaltic concreteHasan, Ahmad, 1945- January 1973 (has links)
No description available.
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An investigation of the hardening of asphalt recovered from pavements of various agesCoons, Richard Ferguson 08 1900 (has links)
No description available.
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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).
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Laboratory evaluation of the effect of superpave gradations and polymer modified asphalts on pavement performanceAsam, Kalyan Reddy. January 2001 (has links)
Thesis (M.S.)--Ohio University, March, 2001. / Title from PDF t.p.
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Development and comparison of the asphalt binder cracking device to directly measure thermal cracking potential of asphaltsWysong, Zachary D. January 2004 (has links)
Thesis (M.S.)--Ohio University, August, 2004. / Title from PDF t.p. Includes bibliographical references (leaves 94-97).
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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).
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Use of reclaimed asphalt pavements (RAP) in airfield HMA pavementsPratheepan, 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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