Relevant bibliographies by topics / Rubblization

Contents

  1. Journal articles
  2. Dissertations / Theses
  3. Books
  4. Book chapters
  5. Conference papers
  6. Reports

Academic literature on the topic 'Rubblization'

Author: Grafiati
Published: 4 June 2021
Last updated: 16 February 2022

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Journal articles on the topic "Rubblization"

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Niederquell, Michael, Gilbert G. Baladi, and Karim Y. Chatti. "Rubblization of Concrete Pavements: Field Investigation." Transportation Research Record: Journal of the Transportation Research Board 1730, no. 1 (2000): 150–60. http://dx.doi.org/10.3141/1730-18.

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Substantial resources are required to preserve aging highway systems. Various alternatives have been used for the rehabilitation of concrete pavements, including bonded and unbonded overlays, full-depth repair, crack and seat and asphalt overlay, joint and crack repairs, asphalt overlay, and rubblization with asphalt surface overlay. Presented are the results of extensive field investigation of rubblized concrete pavements. Various trenches were made in the rubblized pavements before the asphalt surface was placed. Some trenches were made at midslab, and others were made at old joints and crac
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Wu, Chao Fan, Xin Wang Zhang, and Zhi Xin Ma. "Study on Hair Crack Rubblization of the Old Cement Concrete Pavement." Advanced Materials Research 857 (December 2013): 97–104. http://dx.doi.org/10.4028/www.scientific.net/amr.857.97.

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The optimum overlay structure and the better regeneration of the old cement concrete pavement were analyzed by empirical method, which compared the merits and faults of crack-seat and rubblization with the better regeneration to the old cement concrete pavement, then the concept of hair-crack-rubblization (HCR) was put forward, specific parameter standard of HCR was calculated by mechanical method. According to the desired requirement of HCR the hair-crack-rubblization machine was produced by Xi’an Changda Highway Maintenance Technology Co., Ltd. After that concrete realizable control standard
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Ksaibati, Khaled, William Miley, and Jamshid Armaghani. "Rubblization of Concrete Pavements." Transportation Research Record: Journal of the Transportation Research Board 1684, no. 1 (1999): 165–71. http://dx.doi.org/10.3141/1684-19.

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Mehta, Yusuf, Bjorn Birgisson, and Bouzid Choubane. "Rubblization over Soft Soils." Road Materials and Pavement Design 3, no. 2 (2002): 195–209. http://dx.doi.org/10.1080/14680629.2002.9689922.

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CHEN, Can, Shibin LIN, Ronald Christopher WILLIAMS, and Jeramy Curtis ASHLOCK. "NON-DESTRUCTIVE MODULUS TESTING AND PERFORMANCE EVALUATION FOR ASPHALT PAVEMENT REFLECTIVE CRACKING MITIGATION TREATMENTS." Baltic Journal of Road and Bridge Engineering 13, no. 1 (2018): 46–53. http://dx.doi.org/10.3846/bjrbe.2018.392.

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Reflective cracking is a common type of pavement distress, which manifests as cracks in an underlying layer propagating through to the surface of a pavement structure. To minimize reflective cracking of asphalt layers in composite pavements, four treatments are commonly used: standard/full rubblization, modified rubblization, crack and seat, and rock interlayer. The four types of treatment were evaluated to determine their effectiveness in mitigating reflective cracking via non-destructive Falling Weight Deflectometer tests and Surface Wave Method tests to measure layer modulus, along with fie
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Qiu, Xin, Jianming Ling, and Feng Wang. "Concrete pavement rehabilitation procedure using resonant rubblization technology and mechanical–empirical based overlay design." Canadian Journal of Civil Engineering 41, no. 1 (2014): 32–39. http://dx.doi.org/10.1139/cjce-2013-0069.

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Reflective cracking distresses frequently occur on the hot mix asphalt (HMA) overlay due to the movements of the underlying Portland cement concrete (PCC). Rubblization was proven in North America to be an effective approach among slab fracturing technologies for solving the premature reflective cracking problem. This paper presents the procedure of applying the rubblization technology in HMA overlay design in a research effort in China to develop the Chinese standard. In the study, the validity of rubblization was analyzed by a trench survey and sieve tests; the layer moduli of the composite
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Qiu, Xin, Qing Yang, and Lan Yun Chen. "Control Research on Construction Excitation Frequency of Resonant Rubblization Machine." Advanced Materials Research 305 (July 2011): 394–97. http://dx.doi.org/10.4028/www.scientific.net/amr.305.394.

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Based on the assumption of thin plate of elastic foundation and vibration theory, a method for calculating the fundamental natural frequency of cement slab is presented and the influence of slab dimension and foundation reaction modulus on the fundamental natural frequency of cement slab is discussed. As well, according to the analysis results of fundamental natural frequencies of typical cement pavements of China, the selected proposals of the excitation frequency of the resonant rubblization machine are presented. The research results provide a theory support to popularize resonant rubblizat
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Chen, Peng, Xin Qiu, Qing Zhu, and Chan Chan Ouyang. "Mechanics Mechanism Analysis of Concrete Pavement Resonant Rubblization." Key Engineering Materials 667 (October 2015): 365–69. http://dx.doi.org/10.4028/www.scientific.net/kem.667.365.

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Based on the assumption of thin plate of elastic foundation and vibration theory, a method for calculating the fundamental natural frequency of cement slab is presented and the certain relationship between the fundamental natural frequency of cement slab and cement slab boundary condition is discussed. As well, according to the analysis results of fundamental natural frequencies of the typical cement pavements of China, the selected proposals of the excitation frequency of the resonant rubblization machine are presented .The research results provide a theory support to popularize resonant rubb
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Gopalakrishnan, Kasthurirangan, Sunghwan Kim, and Halil Ceylan. "NON-DESTRUCTIVE EVALUATION OF IN‐PLACE REHABILITATED CONCRETE PAVEMENTS." JOURNAL OF CIVIL ENGINEERING AND MANAGEMENT 16, no. 4 (2010): 552–60. http://dx.doi.org/10.3846/jcem.2010.61.

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Several in‐place rehabilitation techniques have been used before placing an Asphalt Concrete (AC) overlay on Portland Cement Concrete (PCC) pavements in attempts to minimize reflection cracking. Among these techniques, “rubblization” of PCC has been recognized to be the most utilized procedure for the mitigation of reflection cracking in US. This paper presents the practices on the use of rubblization in US and discusses the performance of this technique based on field evaluation. The specifications for the rubblization procedure used by state Department of Transportation (DOT) in US were revi
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Wang, Hua, Yun Feng Wu, and Song Ye. "Analysis of the Mode of Crushing and Stability in Old Cement Pavement during Asphalt Overlay Project." Applied Mechanics and Materials 204-208 (October 2012): 1941–44. http://dx.doi.org/10.4028/www.scientific.net/amm.204-208.1941.

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In the process of old cement concrete pavement is transformed, asphalt overlay is the common method. However, due to the cracks of the original cement concrete slab when load and temperature and humidity changes will produce a relative displacement, it can not avoid reflective cracking. So in order to prevent the reflective cracking of asphalt overlay, crush the old cement concrete pavement is the important manner. Different construction technology is divided into three kinds: cracked steady pressure, impact compaction and rubblization technology. Among these, rubblization is an important tech
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Dissertations / Theses on the topic "Rubblization"

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Jain, Rahul Padamkumar. "Develop statewide recommendations for application of PCC joint reflective cracking rehabilitation strategies." Texas A&M University, 2004. http://hdl.handle.net/1969.1/1294.

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Concrete pavements are facing rapid deterioration due to the increasing high traffic volumes. Maintenance, rehabilitation and reconstruction (MRR) have become major activities for all the state highway agencies. Due to shortage of available funding and continuous aging of pavements, many state highway agencies are now seeking cost-effective MRR strategies. This has led a need to develop a systematic and comprehensive decision process for selecting the optimum MRR strategy that considers pavement, traffic and construction issues. This research is an effort to help the state highway agencies
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Padilla-Llano, David A. "Rehabilitated Concrete Pavements: Performance Evaluation of JPCP Overlays on Interstate 86, NY." Ohio University / OhioLINK, 2010. http://rave.ohiolink.edu/etdc/view?acc_num=ohiou1276280745.

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Books on the topic "Rubblization"

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Rajagopal, Arudi. Investigate feasibility of using ground penetrating radar in QC/QA of rubblization projects: Final report. Infrastructure Management and Engineering, 2011.

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Rubblization of Portland Cement Concrete Pavements. Transportation Research Board, 2006. http://dx.doi.org/10.17226/21985.

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Book chapters on the topic "Rubblization"

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Peng, Mao-Zhu, Dong-Mei Zhang, Yong Zhao, Xiao-Lei Zhang, and Zhong-Kai Huang. "Dynamic Response of Tunnel Lining to Resonance Rubblization Induced Vibration in Pavement Renewal." In Proceedings of GeoShanghai 2018 International Conference: Tunnelling and Underground Construction. Springer Singapore, 2018. http://dx.doi.org/10.1007/978-981-13-0017-2_42.

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Zhao, Yong, Shi-Jin Feng, Mao-Zhu Peng, Dong-Mei Zhang, and Xiao-lei Zhang. "In-situ Experimental Analysis of Acceleration Response of Mountain Tunnel Lining to Rubblization-Induced Vibrations." In Proceedings of GeoShanghai 2018 International Conference: Tunnelling and Underground Construction. Springer Singapore, 2018. http://dx.doi.org/10.1007/978-981-13-0017-2_32.

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Conference papers on the topic "Rubblization"

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Rue, Dean, and Carla J. Schilling. "Concrete Pavement Rubblization Used as a Base Course for Runway Reconstruction." In 27th International Air Transportation Conference. American Society of Civil Engineers, 2001. http://dx.doi.org/10.1061/40579(271)25.

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Boyer, Robert, and Wayne Jones. "State-of-the-Practice: Rubblization of Heavy Load Concrete Airfield Pavements." In Airfield Pavements Specialty Conference 2003. American Society of Civil Engineers, 2004. http://dx.doi.org/10.1061/40711(141)28.

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Mahdi, Moinul, and Zhong Wu. "Potential Application of Using Multi-Head Pavement Breaker for Concrete Pavement Rubblization over Weak Subgrade." In Geo-Shanghai 2014. American Society of Civil Engineers, 2014. http://dx.doi.org/10.1061/9780784413418.027.

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Revilla, José L. "Materials and Site Release Policy in the Vandellós 1 NPP Decommissioning Program." In ASME 2001 8th International Conference on Radioactive Waste Management and Environmental Remediation. American Society of Mechanical Engineers, 2001. http://dx.doi.org/10.1115/icem2001-1226.

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Abstract Decommissioning nuclear power plant causes an enormous amount of radioactive waste with very low level of contamination. A risk optimisation analysis would indicate that some of these residual materials need not to be handled, processed or disposed of with any reference to their radioactivity content, in order to allow more beneficial allocation for the limited social resources. This analysis could also be applied to the site liberation once a particular facility is decommissioned, remedial or restoration actions should be subjected to an optimisation process for selecting the best st
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Reports on the topic "Rubblization"

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Lippert, David, Marshall Thompson, and Charles Wienrank. Performance of Interstate Rubblization in Illinois. Illinois Center for Transportation, 2021. http://dx.doi.org/10.36501/0197-9191/21-005.

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In Illinois, hot-mix asphalt overlaid concrete pavements typically exhibit reflective cracking of joints and cracks from the pavement below, resulting in shortened life and maintenance issues. Over the years, various patching, fabric, and crack and seat techniques were attempted with few positive results. This led to more aggressive techniques to eliminate the slab action of the concrete pavement where the pavement would be broken or rubblized into pieces typically less than 12 inches. Since the first rubblizing project in 1990, policy, procedures, and specifications have evolved to the point
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Thompson, Marshall, and David Lippert. Flexible Pavement Design (Full-depth Asphalt and Rubblization): A Summary of Activities. Illinois Center for Transportation, 2021. http://dx.doi.org/10.36501/0197-9191/21-021.

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This report summarizes activities undertaken to support and ensure that the Illinois Department of Transportation utilizes the best demonstrated available technology for design and construction of full-depth hot-mix asphalt (HMA) pavements and HMA pavements on rubblized Portland cement concrete pavement (PCCP). To achieve this goal, the researchers reviewed pavement design and special provisions for full-depth asphalt and rubblization projects as well as full-depth asphalt and rubblization project performance via condition surveys and deflection measurements. They also modified design inputs a
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Journal articles
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