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You searched for +publisher:"Kansas State University" +contributor:("Mustaque Hossain"). Showing records 1 – 11 of 11 total matches.

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1. Sabahfar, Nassim. Use of high-volume reclaimed asphalt pavement (RAP) for asphalt pavement rehabilitation.

Degree: MS, Department of Civil Engineering, 2012, Kansas State University

 Because of recent rises in asphalt binder prices, state agencies and contractors are now willing to use higher volumes of reclaimed asphalt pavement (RAP). In… (more)

Subjects/Keywords: RAP; Fractionated RAP (FRAP); HMA; HWTD test; Dynamic Modulus; Moisture Susceptibility; Civil Engineering (0543)

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APA (6th Edition):

Sabahfar, N. (2012). Use of high-volume reclaimed asphalt pavement (RAP) for asphalt pavement rehabilitation. (Masters Thesis). Kansas State University. Retrieved from http://hdl.handle.net/2097/15107

Chicago Manual of Style (16th Edition):

Sabahfar, Nassim. “Use of high-volume reclaimed asphalt pavement (RAP) for asphalt pavement rehabilitation.” 2012. Masters Thesis, Kansas State University. Accessed November 20, 2019. http://hdl.handle.net/2097/15107.

MLA Handbook (7th Edition):

Sabahfar, Nassim. “Use of high-volume reclaimed asphalt pavement (RAP) for asphalt pavement rehabilitation.” 2012. Web. 20 Nov 2019.

Vancouver:

Sabahfar N. Use of high-volume reclaimed asphalt pavement (RAP) for asphalt pavement rehabilitation. [Internet] [Masters thesis]. Kansas State University; 2012. [cited 2019 Nov 20]. Available from: http://hdl.handle.net/2097/15107.

Council of Science Editors:

Sabahfar N. Use of high-volume reclaimed asphalt pavement (RAP) for asphalt pavement rehabilitation. [Masters Thesis]. Kansas State University; 2012. Available from: http://hdl.handle.net/2097/15107

2. Aziz, Syeda Rubaiyat. Evaluation of cracking resistance of Superpave mixtures in Kansas.

Degree: MS, Department of Civil Engineering, 2013, Kansas State University

 Reclaimed Asphalt Pavement (RAP) is a useful alternative to virgin aggregates in hot-mix asphalt (HMA) as it reduces cost, conserves energy, and enables reuse of… (more)

Subjects/Keywords: Asphalt pavements; Cracking resistance; Semi-circular bending test; Texas overlay test; RAP; Civil Engineering (0543)

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APA (6th Edition):

Aziz, S. R. (2013). Evaluation of cracking resistance of Superpave mixtures in Kansas. (Masters Thesis). Kansas State University. Retrieved from http://hdl.handle.net/2097/16220

Chicago Manual of Style (16th Edition):

Aziz, Syeda Rubaiyat. “Evaluation of cracking resistance of Superpave mixtures in Kansas.” 2013. Masters Thesis, Kansas State University. Accessed November 20, 2019. http://hdl.handle.net/2097/16220.

MLA Handbook (7th Edition):

Aziz, Syeda Rubaiyat. “Evaluation of cracking resistance of Superpave mixtures in Kansas.” 2013. Web. 20 Nov 2019.

Vancouver:

Aziz SR. Evaluation of cracking resistance of Superpave mixtures in Kansas. [Internet] [Masters thesis]. Kansas State University; 2013. [cited 2019 Nov 20]. Available from: http://hdl.handle.net/2097/16220.

Council of Science Editors:

Aziz SR. Evaluation of cracking resistance of Superpave mixtures in Kansas. [Masters Thesis]. Kansas State University; 2013. Available from: http://hdl.handle.net/2097/16220


Kansas State University

3. Manandhar, Chandra Bahadur. Rapid estimation of lives of deficient superpave mixes and laboratory-based accelerated mix testing models.

Degree: PhD, Department of Civil Engineering, 2010, Kansas State University

 The engineers from the Kansas Department of Transportation (KDOT) often have to decide whether or not to accept non-conforming Superpave mixtures during construction. The first… (more)

Subjects/Keywords: Superpave mixes; Hamburg wheel-tracking device; Hot-mix asphalt; Accelerated mix testing models; Rapid estimation of asphalt pavement life; Moisture damage; Engineering, Civil (0543); Engineering, Materials Science (0794)

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APA (6th Edition):

Manandhar, C. B. (2010). Rapid estimation of lives of deficient superpave mixes and laboratory-based accelerated mix testing models. (Doctoral Dissertation). Kansas State University. Retrieved from http://hdl.handle.net/2097/3868

Chicago Manual of Style (16th Edition):

Manandhar, Chandra Bahadur. “Rapid estimation of lives of deficient superpave mixes and laboratory-based accelerated mix testing models.” 2010. Doctoral Dissertation, Kansas State University. Accessed November 20, 2019. http://hdl.handle.net/2097/3868.

MLA Handbook (7th Edition):

Manandhar, Chandra Bahadur. “Rapid estimation of lives of deficient superpave mixes and laboratory-based accelerated mix testing models.” 2010. Web. 20 Nov 2019.

Vancouver:

Manandhar CB. Rapid estimation of lives of deficient superpave mixes and laboratory-based accelerated mix testing models. [Internet] [Doctoral dissertation]. Kansas State University; 2010. [cited 2019 Nov 20]. Available from: http://hdl.handle.net/2097/3868.

Council of Science Editors:

Manandhar CB. Rapid estimation of lives of deficient superpave mixes and laboratory-based accelerated mix testing models. [Doctoral Dissertation]. Kansas State University; 2010. Available from: http://hdl.handle.net/2097/3868


Kansas State University

4. Rahman, Farhana. Performance evaluation of 4.75-mm NMAS Superpave mixture.

Degree: PhD, Department of Civil Engineering, 2010, Kansas State University

 A Superpave asphalt mixture with 4.75-mm nominal maximum aggregate size (NMAS) is a promising, low-cost pavement preservation treatment for agencies such as the Kansas Department… (more)

Subjects/Keywords: Superpave mixture; 4.75-mm NMAS; Tack coat; Dust-to-effective binder ratio; Performance prediction model; Optimization; Engineering, Civil (0543); Engineering, Materials Science (0794)

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APA (6th Edition):

Rahman, F. (2010). Performance evaluation of 4.75-mm NMAS Superpave mixture. (Doctoral Dissertation). Kansas State University. Retrieved from http://hdl.handle.net/2097/3893

Chicago Manual of Style (16th Edition):

Rahman, Farhana. “Performance evaluation of 4.75-mm NMAS Superpave mixture.” 2010. Doctoral Dissertation, Kansas State University. Accessed November 20, 2019. http://hdl.handle.net/2097/3893.

MLA Handbook (7th Edition):

Rahman, Farhana. “Performance evaluation of 4.75-mm NMAS Superpave mixture.” 2010. Web. 20 Nov 2019.

Vancouver:

Rahman F. Performance evaluation of 4.75-mm NMAS Superpave mixture. [Internet] [Doctoral dissertation]. Kansas State University; 2010. [cited 2019 Nov 20]. Available from: http://hdl.handle.net/2097/3893.

Council of Science Editors:

Rahman F. Performance evaluation of 4.75-mm NMAS Superpave mixture. [Doctoral Dissertation]. Kansas State University; 2010. Available from: http://hdl.handle.net/2097/3893

5. Uppu, Kiran Kumar. Durable superpave hot-mix asphalt mixes in Kansas.

Degree: MS, Department of Civil Engineering, 2012, Kansas State University

 A recent study at Kansas State University has shown that asphalt producers in Kansas are producing hot-mix asphalt (HMA) mixtures with lower asphalt contents than… (more)

Subjects/Keywords: Asphalt content; Drier mixtures; Practical performance model; Hot mix asphalt; QC/QA; HMA; Engineering (0537)

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APA (6th Edition):

Uppu, K. K. (2012). Durable superpave hot-mix asphalt mixes in Kansas. (Masters Thesis). Kansas State University. Retrieved from http://hdl.handle.net/2097/13595

Chicago Manual of Style (16th Edition):

Uppu, Kiran Kumar. “Durable superpave hot-mix asphalt mixes in Kansas.” 2012. Masters Thesis, Kansas State University. Accessed November 20, 2019. http://hdl.handle.net/2097/13595.

MLA Handbook (7th Edition):

Uppu, Kiran Kumar. “Durable superpave hot-mix asphalt mixes in Kansas.” 2012. Web. 20 Nov 2019.

Vancouver:

Uppu KK. Durable superpave hot-mix asphalt mixes in Kansas. [Internet] [Masters thesis]. Kansas State University; 2012. [cited 2019 Nov 20]. Available from: http://hdl.handle.net/2097/13595.

Council of Science Editors:

Uppu KK. Durable superpave hot-mix asphalt mixes in Kansas. [Masters Thesis]. Kansas State University; 2012. Available from: http://hdl.handle.net/2097/13595

6. Musty, Haritha Yadav. Evaluation of reclaimed asphalt pavement materials from ultra-thin bonded bituminous surface.

Degree: MS, Department of Civil Engineering, 2012, Kansas State University

 The ultra-thin bonded bituminous surface (UBBS), popularly known as Novachip, is a thin hot-mix asphalt layer with high-quality, gap-graded aggregates bonded to the existing surface… (more)

Subjects/Keywords: Ultra-Thin Bonded Bituminous Surface; Chip Seal; Reclaimed Asphalt Pavement; Rutting; Moisture Susceptibilty; Hamburg Wheel Tracking Device; Civil Engineering (0543)

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APA (6th Edition):

Musty, H. Y. (2012). Evaluation of reclaimed asphalt pavement materials from ultra-thin bonded bituminous surface. (Masters Thesis). Kansas State University. Retrieved from http://hdl.handle.net/2097/14181

Chicago Manual of Style (16th Edition):

Musty, Haritha Yadav. “Evaluation of reclaimed asphalt pavement materials from ultra-thin bonded bituminous surface.” 2012. Masters Thesis, Kansas State University. Accessed November 20, 2019. http://hdl.handle.net/2097/14181.

MLA Handbook (7th Edition):

Musty, Haritha Yadav. “Evaluation of reclaimed asphalt pavement materials from ultra-thin bonded bituminous surface.” 2012. Web. 20 Nov 2019.

Vancouver:

Musty HY. Evaluation of reclaimed asphalt pavement materials from ultra-thin bonded bituminous surface. [Internet] [Masters thesis]. Kansas State University; 2012. [cited 2019 Nov 20]. Available from: http://hdl.handle.net/2097/14181.

Council of Science Editors:

Musty HY. Evaluation of reclaimed asphalt pavement materials from ultra-thin bonded bituminous surface. [Masters Thesis]. Kansas State University; 2012. Available from: http://hdl.handle.net/2097/14181


Kansas State University

7. Sabahfar, Nassim. Effect of asphalt rejuvenating agent on aged reclaimed asphalt pavement and binder properties.

Degree: PhD, Department of Civil Engineering, 2016, Kansas State University

 Hot in-place recycling (HIR) preserves distressed asphalt pavements while minimizing use of virgin binder and aggregates. The final quality of an HIR mixture depends on… (more)

Subjects/Keywords: Hot mix asphalt; Hot in-place recycling; Asphalt rejuvenating agent; Asphalt binder; Aging; Reclaimed asphalt pavement

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APA (6th Edition):

Sabahfar, N. (2016). Effect of asphalt rejuvenating agent on aged reclaimed asphalt pavement and binder properties. (Doctoral Dissertation). Kansas State University. Retrieved from http://hdl.handle.net/2097/32801

Chicago Manual of Style (16th Edition):

Sabahfar, Nassim. “Effect of asphalt rejuvenating agent on aged reclaimed asphalt pavement and binder properties.” 2016. Doctoral Dissertation, Kansas State University. Accessed November 20, 2019. http://hdl.handle.net/2097/32801.

MLA Handbook (7th Edition):

Sabahfar, Nassim. “Effect of asphalt rejuvenating agent on aged reclaimed asphalt pavement and binder properties.” 2016. Web. 20 Nov 2019.

Vancouver:

Sabahfar N. Effect of asphalt rejuvenating agent on aged reclaimed asphalt pavement and binder properties. [Internet] [Doctoral dissertation]. Kansas State University; 2016. [cited 2019 Nov 20]. Available from: http://hdl.handle.net/2097/32801.

Council of Science Editors:

Sabahfar N. Effect of asphalt rejuvenating agent on aged reclaimed asphalt pavement and binder properties. [Doctoral Dissertation]. Kansas State University; 2016. Available from: http://hdl.handle.net/2097/32801


Kansas State University

8. Sufian, Abu Ahmed. Local calibration of the mechanistic empirical pavement design guide for Kansas.

Degree: MS, Department of Civil Engineering, 2016, Kansas State University

 The Kansas Department of Transportation is transitioning from adherence to the 1993 American Association of State Highway and Transportation Officials (AASHTO) Pavement Design Guide to… (more)

Subjects/Keywords: Calibration; MEPDG; Pavement; Design; Kansas

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APA (6th Edition):

Sufian, A. A. (2016). Local calibration of the mechanistic empirical pavement design guide for Kansas. (Masters Thesis). Kansas State University. Retrieved from http://hdl.handle.net/2097/34533

Chicago Manual of Style (16th Edition):

Sufian, Abu Ahmed. “Local calibration of the mechanistic empirical pavement design guide for Kansas.” 2016. Masters Thesis, Kansas State University. Accessed November 20, 2019. http://hdl.handle.net/2097/34533.

MLA Handbook (7th Edition):

Sufian, Abu Ahmed. “Local calibration of the mechanistic empirical pavement design guide for Kansas.” 2016. Web. 20 Nov 2019.

Vancouver:

Sufian AA. Local calibration of the mechanistic empirical pavement design guide for Kansas. [Internet] [Masters thesis]. Kansas State University; 2016. [cited 2019 Nov 20]. Available from: http://hdl.handle.net/2097/34533.

Council of Science Editors:

Sufian AA. Local calibration of the mechanistic empirical pavement design guide for Kansas. [Masters Thesis]. Kansas State University; 2016. Available from: http://hdl.handle.net/2097/34533


Kansas State University

9. Islam, Shuvo. Implementation of AASHTOWare Pavement ME Design Software for pavement rehabilitation.

Degree: PhD, Department of Civil Engineering, 2019, Kansas State University

 The 1993 version of the American Association of State Highway Transportation Officials (AASHTO) design guide has been the primary pavement design tool for state highway… (more)

Subjects/Keywords: AASHTOTWare Pavement ME Design Software; Mechanistic-Empirical Pavement Design; Automated Calibration; Pavement Rehabilitation

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APA (6th Edition):

Islam, S. (2019). Implementation of AASHTOWare Pavement ME Design Software for pavement rehabilitation. (Doctoral Dissertation). Kansas State University. Retrieved from http://hdl.handle.net/2097/40019

Chicago Manual of Style (16th Edition):

Islam, Shuvo. “Implementation of AASHTOWare Pavement ME Design Software for pavement rehabilitation.” 2019. Doctoral Dissertation, Kansas State University. Accessed November 20, 2019. http://hdl.handle.net/2097/40019.

MLA Handbook (7th Edition):

Islam, Shuvo. “Implementation of AASHTOWare Pavement ME Design Software for pavement rehabilitation.” 2019. Web. 20 Nov 2019.

Vancouver:

Islam S. Implementation of AASHTOWare Pavement ME Design Software for pavement rehabilitation. [Internet] [Doctoral dissertation]. Kansas State University; 2019. [cited 2019 Nov 20]. Available from: http://hdl.handle.net/2097/40019.

Council of Science Editors:

Islam S. Implementation of AASHTOWare Pavement ME Design Software for pavement rehabilitation. [Doctoral Dissertation]. Kansas State University; 2019. Available from: http://hdl.handle.net/2097/40019

10. Saghebfar, Milad. Performance of geotextile-reinforced bases for paved roads.

Degree: PhD, Department of Civil Engineering, 2014, Kansas State University

 Geotextiles have been widely promoted for pavement structure over the past 30 years. However, there is a lack of well-instrumented, full-scale experiments to investigate the… (more)

Subjects/Keywords: Geotextile-reinforced bases; Full–scale accelerated test; Finite element model; Geosynthetic; Engineering (0537)

…14 Figure 3-3-2 Truncated wander of APT machine at Kansas State University… …Infrastructure System Laboratory (CISL) of Kansas State University. Six sections had… …scale tests conducted at Kansas State University on pavements 3 with geotextile-reinforced… …Kansas State University is capable of testing large-scale asphalt and concrete pavement… …Position (mm) Figure 3-3-2 Truncated wander of APT machine at Kansas State University… 

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APA (6th Edition):

Saghebfar, M. (2014). Performance of geotextile-reinforced bases for paved roads. (Doctoral Dissertation). Kansas State University. Retrieved from http://hdl.handle.net/2097/18278

Chicago Manual of Style (16th Edition):

Saghebfar, Milad. “Performance of geotextile-reinforced bases for paved roads.” 2014. Doctoral Dissertation, Kansas State University. Accessed November 20, 2019. http://hdl.handle.net/2097/18278.

MLA Handbook (7th Edition):

Saghebfar, Milad. “Performance of geotextile-reinforced bases for paved roads.” 2014. Web. 20 Nov 2019.

Vancouver:

Saghebfar M. Performance of geotextile-reinforced bases for paved roads. [Internet] [Doctoral dissertation]. Kansas State University; 2014. [cited 2019 Nov 20]. Available from: http://hdl.handle.net/2097/18278.

Council of Science Editors:

Saghebfar M. Performance of geotextile-reinforced bases for paved roads. [Doctoral Dissertation]. Kansas State University; 2014. Available from: http://hdl.handle.net/2097/18278


Kansas State University

11. Khanum, Taslima. Kansas rigid pavement analysis following new mechanistic-empirical design guide.

Degree: MS, Department of Civil Engineering, 2005, Kansas State University

 The AASHTO Guide for Design of Pavement Structures is the primary document used by the state highway agencies to design new and rehabilitated highway pavements.… (more)

Subjects/Keywords: Concrete; Pavement; MEPDG; Kansas; Engineering, Civil (0543); Transportation (0709)

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APA (6th Edition):

Khanum, T. (2005). Kansas rigid pavement analysis following new mechanistic-empirical design guide. (Masters Thesis). Kansas State University. Retrieved from http://hdl.handle.net/2097/123

Chicago Manual of Style (16th Edition):

Khanum, Taslima. “Kansas rigid pavement analysis following new mechanistic-empirical design guide.” 2005. Masters Thesis, Kansas State University. Accessed November 20, 2019. http://hdl.handle.net/2097/123.

MLA Handbook (7th Edition):

Khanum, Taslima. “Kansas rigid pavement analysis following new mechanistic-empirical design guide.” 2005. Web. 20 Nov 2019.

Vancouver:

Khanum T. Kansas rigid pavement analysis following new mechanistic-empirical design guide. [Internet] [Masters thesis]. Kansas State University; 2005. [cited 2019 Nov 20]. Available from: http://hdl.handle.net/2097/123.

Council of Science Editors:

Khanum T. Kansas rigid pavement analysis following new mechanistic-empirical design guide. [Masters Thesis]. Kansas State University; 2005. Available from: http://hdl.handle.net/2097/123

.