Relevant bibliographies by topics / Infrastructure Rehabilitation

Contents

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

Academic literature on the topic 'Infrastructure Rehabilitation'

Author: Grafiati
Published: 4 June 2021
Last updated: 3 February 2022

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Journal articles on the topic "Infrastructure Rehabilitation"

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Hay, Alexander H. "Post-conflict infrastructure rehabilitation requirements." Infrastructure Asset Management 4, no. 4 (2017): 109–14. http://dx.doi.org/10.1680/jinam.17.00006.

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Heinke, Gary W. "Urban Infrastructure Rehabilitation in Canada." Journal of Professional Issues in Engineering 114, no. 4 (1988): 487–93. http://dx.doi.org/10.1061/(asce)1052-3928(1988)114:4(487).

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Baur, R., and I. Kropp. "Selecting and scheduling infrastructure rehabilitation projects." Water Supply 2, no. 4 (2002): 43–50. http://dx.doi.org/10.2166/ws.2002.0119.

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Targets for the condition and performance of water supply networks can be formulated from quantitative needs as well as from the demand for the quality and reliability of drinking water networks. To reach these objectives, a public or semi-public utility needs to invest in system maintenance and rehabilitation. For the system analyst it is difficult to give specific action threshold values for each indicator describing the network performance. Preferences differ and interdependencies between criteria do not allow, by conventional scoring models, determination of those projects which are the most efficient. Another method is presented for ranking rehabilitation projects according to multiple criteria with respect to efficiency. The development of the procedure and its implementation in software is part of a research project funded by Deutsche Forschungsgemeinschaft (DFG).
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Sussna, Stephen. "Rehabilitation of Infrastructure in Infill Sites." Journal of Professional Issues in Engineering Education and Practice 118, no. 4 (1992): 381–87. http://dx.doi.org/10.1061/(asce)1052-3928(1992)118:4(381).

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Hegazy, Tarek, and Dina A. Saad. "A microeconomic perspective on infrastructure rehabilitation." Construction Management and Economics 32, no. 5 (2014): 433–45. http://dx.doi.org/10.1080/01446193.2013.879193.

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Fuhs, Amy K., Lacey N. LaGrone, Miguel G. Moscoso Porras, Manuel J. Rodríguez Castro, Rosa Lizbeth Ecos Quispe, and Charles N. Mock. "Assessment of Rehabilitation Infrastructure in Peru." Archives of Physical Medicine and Rehabilitation 99, no. 6 (2018): 1116–23. http://dx.doi.org/10.1016/j.apmr.2017.10.020.

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Adams, B. J., and G. W. Heinke. "Canada's urban infrastructure: rehabilitation needs and approaches." Canadian Journal of Civil Engineering 14, no. 5 (1987): 700–707. http://dx.doi.org/10.1139/l87-101.

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This paper reports on the results of a survey conducted for the Federation of Canadian Municipalities on the condition of urban infrastructure in Canadian cities and towns. The major emphasis was on roads, bridges, sewage collection and treatment, and water distribution and treatment systems. The Canadian findings are also compared with the reported U.S. situation. Although not as serious as in the U.S. cities, the survey shows that a significant decline has occurred in the condition of some infrastructure systems in Canadian urban areas. Costs to bring the most seriously deteriorated components of infrastructure (roads, bridges, sewer and water systems) back to acceptable levels are high. Even when spread over a 10-year recovery period, these costs will require an increase in current public works budgets of about 25%.Following the discussion of the state of urban infrastructure in Canada, the paper addresses approaches necessary to obtain optimum value for funds spent on rehabilitation of infrastructure. The need for rehabilitation must distinguish between structural and capacity inadequacies. Alternatives for rehabilitation must include both the engineering alternatives through repair, renovation, and replacement of systems and the management alternatives obtained through operational changes in the system and through changes in system demands. It is both desirable and possible to select engineering and (or) management alternatives on the basis of economic evaluations which trade off the cost of rehabilitation alternatives against the benefits from performance improvements, including the time staging or sequencing of alternatives. Key words: urban infrastructure, infrastructure deterioration, rehabilitation, alternatives, alternative evaluation.
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Saad, Dina A., and Tarek Hegazy. "Behavioral Economic Concepts for Funding Infrastructure Rehabilitation." Journal of Management in Engineering 31, no. 5 (2015): 04014089. http://dx.doi.org/10.1061/(asce)me.1943-5479.0000332.

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Fuhs, Amy, Lacey N. LaGrone, Miguel G. Moscoso-Porras, Manuel J. A. Rodríguez Castro, Rosa Lisbeth Ecos Quispe, and Charles N. Mock. "An Assessment of Rehabilitation Infrastructure in Peru." Archives of Physical Medicine and Rehabilitation 97, no. 12 (2016): e26. http://dx.doi.org/10.1016/j.apmr.2016.09.071.

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Lueke, Jason S., and Samuel T. Ariaratnam. "Rehabilitation of Underground Infrastructure Utilizing Trenchless Pipe Replacement." Practice Periodical on Structural Design and Construction 6, no. 1 (2001): 25–34. http://dx.doi.org/10.1061/(asce)1084-0680(2001)6:1(25).

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Dissertations / Theses on the topic "Infrastructure Rehabilitation"

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De, Caso y. Basalo Francisco Jose. "Sustainable Composite Systems for Infrastructure Rehabilitation." Scholarly Repository, 2010. http://scholarlyrepository.miami.edu/oa_dissertations/495.

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The development of composite materials by combining two or more constituents with improved mechanical properties, when compared to either of the constituents alone, has existed since biblical times when straw or horse hair was mixed with clay or mud to produce bricks. During the second half of the twentieth century, modern composites known as fiber reinforced polymers (FRP) - consisting of a reinforcing phase (fibers) embedded into a matrix (polymeric resin or binder) - were developed to meet the performance challenges of space exploration and air travel. With time, externally-bonded FRP applications for strengthening of reinforced concrete (RC) structures gained popularity within the construction industry. To date, the confinement of RC columns using FRP systems is a convenient and well established solution to strengthen, repair and retrofit structural concrete members. This technology has become mainstream due to its cost effectiveness, and relative ease and speed of application with respect to alternative rehabilitation techniques such as steel or concrete jackets. However, significant margins exist to advance externally-bonded composite rehabilitation technologies by addressing economic, technological, and environmental issues posed by the use of organic polymer matrices, some of which are addressed in this dissertation. Articulated in three studies, the dissertation investigates the development of a sustainable, reversible, and compatible fiber reinforced cement-based matrix (FRC) composite system for concrete confinement applications in combination with a novel test method aimed at characterizing composites under hydrostatic pressure. Study 1 develops and characterizes a FRC system from different fiber and inorganic matrix combinations, while evaluating the confinement effectiveness in comparison to a conventional FRP system. The feasibility of making the application reversible was investigated by introducing a bond breaker between the concrete substrate and the composite jacket in a series of confined cylinders. The prototype FRC system produced a substantial increase in strength and deformability with respect to unconfined cylinders. A superior deformability was attained without the use of a bond breaker. The predominant failure mode was loss of compatibility due to fiber-matrix separation, which points to the need of improving fiber impregnation to enable a more efficient use of the constituent materials. Additionally semi-empirical linear and nonlinear models for ultimate compressive strength and deformation in FRC-confined concrete are also investigated. Study 2 compares through a life cycle assessment (LCA) method two retrofitting strategies: a conventional organic-based, with the developed inorganic-based composite system presented in Study 1, applied to concrete cylinders by analyzing three life cycle impact indicators: i) Volatile Organic Compound (VOC) emissions, ii) embodied energy, and, iii) carbon foot print. Overall the cement-based composite provides an environmentally-benign alternative over polymer-based composite strengthening system. Results also provide quantitative information regarding the environmental and health impacts to aid with the decision-making process of design when selecting composite strengthening systems. Study 3 is divided into two parts, Part A presents the development of a novel "Investigation of Circumferential-strain Experimental" (ICE) methodology for characterization of circumferential (hoop) strain of composite laminates, while Part B uses the experimental data reported in Part A to explicitly evaluate the effect of FRP jacket curvature and laminate thickness on strain efficiency. Results showed that the proposed ICE methodology is simple, effective and reliable. Additionally, the ultimate circumferential strain values increased with increasing cylinder diameter, while being consistently lower when compared to similar flat coupon specimens under the same conditions. The ultimate FRP tensile strain was found to be a function of the radius of curvature and laminate thickness, for a given fiber ply density and number. The effect of these findings over current design guidelines for FRP confined concrete was also discussed.
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MacLeod, Colin W. "Optimization of sewer infrastructure rehabilitation planning." Thesis, National Library of Canada = Bibliothèque nationale du Canada, 2000. http://www.collectionscanada.ca/obj/s4/f2/dsk1/tape4/PQDD_0008/MQ60152.pdf.

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Salem, Ossama M. "Infrastructure construction and rehabilitation, risk-based life cycle cost analysis." Thesis, National Library of Canada = Bibliothèque nationale du Canada, 1999. http://www.collectionscanada.ca/obj/s4/f2/dsk3/ftp04/nq39588.pdf.

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Madanat, Samer Michel. "Optimizing sequential decisions under measurement and forecasting uncertainty : application to infrastructure inspection, maintenance and rehabilitation." Thesis, Massachusetts Institute of Technology, 1991. http://hdl.handle.net/1721.1/13703.

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Hillman, Jesse T. "Prioritizing Rehabilitation of Sanitary Sewers in Pinellas County, FL." Scholar Commons, 2019. https://scholarcommons.usf.edu/etd/7809.

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Following large rain events, extraneous freshwater contributions known as inflow and infiltration (I/I) bypass the storm sewer and enter the sanitary sewer system. In areas with a high water table, like Pinellas County and the surrounding Tampa Bay area, a majority of the wastewater infrastructure is submerged year round exacerbating the rate of groundwater infiltration. This excess flow overloads the existing wastewater infrastructure leading to sanitary sewer overflows (SSOs). These SSOs result in serious problems for municipalities and utilities across the country. This study was performed in order to assist Pinellas County Utilities in rehabilitating their southern sewer system. To do this, 59 sub-basins across 8 sewer zones were monitored through Pinellas County’s Phase 1 Flow Monitoring Program accounting for over 150 miles of gravity pipe. For each sub-basin, a flow meter was utilized to measure the flow from May to October, 2017. This data was analyzed to separately quantify the amount of infiltration and inflow in each sub-basin, respectively. Once quantified, a Severity Index (SI) was developed in order to give each sub-basin a score from 1-100 as it relates to the condition of the gravity mains in the sub-basin. The SI was a function of locational features available with the use of a Geographic Information System (GIS), such as the distance to water bodies and the soil hydrologic group (SHG), as well as intrinsic pipe properties including the type of pipe material and the age of pipe. Once validated with additional flow monitoring data, the developed SI framework can serve as an additional tool utilized by Pinellas County Utilities to identify areas in need of sanitary sewer rehabilitation. Being that the model only requires easily attainable information, this approach is less time consuming and is inexpensive as compared to traditional flow monitoring efforts. The study also examined the required monetary investment by Pinellas County Utilities in order to abate the 17 sub-basins observed in the study with an infiltration rate greater than the marginal threshold put forth by the Environmental Protection Agency (EPA). The study indicated that gravity pipe rehabilitation does not make a significant impact on groundwater infiltration until at least 30% of the gravity pipes in the sub-basin are lined. This is due to the groundwater table submerging a majority of the wastewater infrastructure. Once this threshold is met, lining was observed to abate groundwater infiltration linearly. The results found that $4.4 million will be required to rehabilitate the affected sub-basins to a marginal rate of infiltration and reduce the flow to South Cross Bayou Water Reclamation Facility (SCBWRF) by an average of 0.72 mgd (million gallons per day). On an annual basis, this reduction in flow will result in approximately $650,000 in treatment costs savings.
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Zhu, Zhenhua. "Column recogniton and defects/damage properties retrieval for rapid infrastructure assessment and rehabilitation using machine vision." Diss., Georgia Institute of Technology, 2011. http://hdl.handle.net/1853/44768.

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No matter how inspection techniques have been advanced, manual visual inspection is currently still the first and fundamental step in assessing civil infrastructure. If no sign of deterioration has been spotted in manual inspection, any future inspection actions is not necessary to take. However, manual inspection has been identified with several limitations including the qualitative nature of inspection results, the time-consuming inspection process, and the heavy reliance on inspectors' and/or engineers' experience. In order to overcome these limitations, automated visual inspection systems have been proposed to enhance and/or replicate the manual inspection process. A number of image processing methods have been developed in detecting defects (i.e. coating rusts) and damage (i.e. cracks) on civil infrastructure. Their effectiveness has been verified in inspecting structures, such as bridges, underground pipes, and tunnels. Although existing methods are effective in finding defects and damage from digital images, missing two important links limits their application for rapid infrastructure assessment and rehabilitation. The first link is the correlation between the defects/damage and the structural members that the defects/damage lie on. The second link is the relationship between the defects/damage and their impacts on the structural members. The purpose of this research is to investigate the way of establishing these two links. It is focused on the retrieval of critical structural members and defects/damage information from images/videos, and then the utilization of this information for automated and rapid assessment and rehabilitation of civil infrastructure. Specifically, a combination of techniques from the areas of visual pattern recognition, digital filtering, and machine vision have been used in order to develop a set of methods for concrete column recognition, crack properties retrieval, and air pockets and discoloration detection and evaluation. The methods proposed in this research were implemented in a Microsoft Visual Studio environment, and tested on the real images/videos of concrete structures inflicted with cracks, air pockets and discoloration. The test results indicated that the methods could automatically recognize concrete columns, correctly measure the properties of the cracks in a crack map, and accurately evaluate the impacts of air pockets and discoloration on the visual quality of concrete surfaces.
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Pickard, Brian D. "Development of A GIS Based Infrastructure Replacement Prioritization System; A Case Study." [Tampa, Fla] : University of South Florida, 2006. http://purl.fcla.edu/usf/dc/et/SFE0001496.

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Kurata, Masahiro. "Strategies for rapid seismic hazard mitigation in sustainable infrastructure systems." Diss., Atlanta, Ga. : Georgia Institute of Technology, 2009. http://hdl.handle.net/1853/31770.

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Thesis (Ph.D)--Civil and Environmental Engineering, Georgia Institute of Technology, 2010.<br>Committee Co-Chair: DesRoches, Reginald; Committee Co-Chair: Leon, Roberto T.; Committee Member: Craig, James I.; Committee Member: Goodno, Barry; Committee Member: White, Donald W. Part of the SMARTech Electronic Thesis and Dissertation Collection.
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Ferreira, Bruno Emanuel da Silva. "Plano tático de gestão patrimonial de infraestruturas da rede de abastecimento de água do Lavradio." Master's thesis, Instituto Politécnico de Setúbal. Escola Superior de Tecnologia do Barreiro, 2017. http://hdl.handle.net/10400.26/20043.

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Mestrado em Engenharia Civil Área de Especialização: Estruturas<br>O presente trabalho de mestrado tem como objetivo principal a elaboração de um plano tático de gestão patrimonial de infraestruturas (GPI) segundo a metodologia preconizada pela Entidade Reguladora dos Serviços de Água e Resíduos (ERSAR), aplicada à rede de abastecimento de água do Lavradio. Esta metodologia tem em conta três níveis de decisão (i.e., estratégico, tático e operacional) assim como três dimensões de análise, nomeadamente, o custo, o risco e o desempenho. Com base nas estratégias definidas no plano estratégico de GPI para o período 2015-2035, definiram-se os objetivos táticos, os critérios e as métricas de avaliação. Para calcular algumas das métricas recorreu-se a ferramentas de apoio, como por exemplo, modelo de simulação hidráulica da rede e balanço hídrico do sistema. O diagnóstico tático, que consistiu no cômputo das métricas, revelou uma rede envelhecida, com excessivas intervenções em ramais e uma elevada percentagem de consumo não medido. Com base no resultado do diagnóstico foram definidas as metas que se pretendem atingir nos horizontes de análise considerados. Desenvolveram-se, para além da alternativa de referência de statu quo, três outras alternativas de modo a permitir solucionar os problemas identificados assim como alcançar as metas estabelecidas. Posteriormente, procedeu-se à previsão do desempenho futuro de cada uma destas alternativas, tendo em conta a inexorável deterioração dos componentes. A par desta previsão futura, foi calculado o investimento anual associado à implementação de cada uma das alternativas e verificada a sua exequibilidade orçamental. Os resultados obtidos para as diferentes métricas foram agregados através de um método multicritério, o qual devolveu uma ordenação preferencial das alternativas de intervenção. As alternativas que apresentavam o melhor desempenho e que cumpriam com as metas estabelecidas foram excluídas da análise uma vez que excediam o orçamento disponível. Independentemente disso, a alternativa mais bem classificada não permitiria que diversas metas fossem alcançadas nos horizontes de planeamento considerados. Concluiu-se assim que as metas não estão adaptadas ao sistema em análise, ficando a recomendação para a revisão das metas constantes no plano estratégico.<br>The current master’s thesis has as its primary objective the elaboration of an infrastructure asset management (IAM) plan at a tactical level, using methodology preconized by the Portuguese Water and Waste Services Regulation Authority (ERSAR) and applied to Lavradio's water supply system. This methodology establishes that the IAM plan should have three distinct planning levels: strategic, tactical and operational. Each level of planning should consider three different points of view: cost, risk, and performance. The definition of the tactical objectives, criteria, and metrics was based on the strategies and the strategic objectives, previously defined in the strategic plan for the period of 2015-2035. Support tools were used to calculate some of the metrics, such as the network's hydraulic simulation model and water balance. A diagnosis is reached after the metrics were calculated, and reveals a decayed network, an excessive amount of interventions conducted in its service connections, and an elevated percentage of unmetered consumption. Targets to be achieved within the analysis' horizon were defined based on the diagnosis' result. Three other alternatives were developed, along with the status quo alternative, to solve the already acknowledged problems, as well as achieving the pre-established targets. The inevitable deterioration of the components was considered in the assessment of the alternatives’ responses over time. The annual investment needed to implement each one of the alternatives was calculated along with this future forecast, and its financial feasibility was considered. The alternatives’ results for all different metrics were aggregated through a multicriteria decision analysis method to rank the alternatives. The best alternatives that comply with the pre-established targets were vetoed from the analysis, as they exceeded the available budget. Nonetheless, the outstanding alternative would not permit certain targets to be achieved within the pre-established planning horizons. As a conclusion is reached, revealing that the pre-established targets would not adapt to the case study, a review of the current strategic plan’s targets is highly recommended.
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Long, Megan E. "Quantifying and Modeling Surface Inflow and Groundwater Infiltration into Sanitary Sewers in Southern Pinellas County, FL." Scholar Commons, 2017. http://scholarcommons.usf.edu/etd/6889.

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Following large rain events, excess flow in sanitary sewers from inflow and infiltration (I/I) cause sanitary sewer overflows (SSO), resulting in significant problems for Pinellas County and the Tampa Bay area. Stormwater enters the sanitary sewers as inflow from improper or illegal surface connections, and groundwater enters the system as infiltration through cracks in subsurface infrastructure. This pilot study was designed to develop methods to separate and quantify the components of I/I and to build a predictive model using flowmeter and rainfall data. To identify surface inflow, daily wastewater production and groundwater infiltration patterns were filtered from the flow data, leaving a residual signal of random variation and possible inflow. The groundwater infiltration (as base infiltration, BI) was calculated using the Stevens-Schutzbach method, and daily wastewater flow curves were generated from dry weather flow (DWF) data. Filtered DWF values were used to construct a range of expected residuals, encompassing 95% of the variability inherent in the system. Filtered wet weather flows were compared to this range, and values above the range were considered significant, indicating the presence of surface inflow. At all 3 flow meters in the pilot study site, no surface inflow was detected, and the I/I was attributed to groundwater infiltration (as BI). Flow data from 2 smaller sub-sewersheds within the greater sewershed allowed analysis of the spatial variability in BI and provided a method to focus in on the most problematic areas. In the sub-sewershed with the shallowest water table and most submerged sanitary sewer infrastructure, an average of 56% of the average daily flow consisted of groundwater, compared to 44% for the entire study site. Cross-correlation analysis suggests that rain impacts the water table for up to 9 days, with the highest impact 1 to 3 days after rain events, and the water table, in turn, impacts infiltration for up to 6 days. The highest correlation between rainfall and infiltration occurs 3 to 5 days after a rain event, which corroborates observations from Pinellas County that severe flows to the reclamation facility continue for 3 to 5 days after severe storms. These results were used to build a linear regression model to predict base infiltration (per mile of pipeline) during the wet season using the previous 7 days of daily rainfall depths. The model tended to under-predict infiltration response to large storm events with a R2 value of 0.52 and standard error of regression of 5.3. The results of the study show that inflow can be detected using simple time series analysis instead of traditional smoke and dye testing. In this study site, however, groundwater infiltration is the only significant source of I/I. Additionally, water table and sewer invert elevations serve as useful indicators of potential sites of groundwater infiltration. Infiltration can be modeled as a function of the previous 7 days of rainfall, however simple linear regression cannot fully capture the complexity of the system response.
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Books on the topic "Infrastructure Rehabilitation"

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Hudson, W. Ronald. Infrastructure management: Integrating design, construction, maintenance, rehabilitation, and renovation. McGraw-Hill, 1997.

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United Nations Development Programme. Office of the Resident Representative (Zimbabwe), ed. Restructuring public enterprises and the rehabilitation of infrastructure in Zimbabwe. UNDP Zimbabwe, 2009.

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Yemtsov, Ruslan. Evaluating the impact of infrastructure rehabilitation projects on household welfare in rural Georgia. World Bank, 2003.

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Sri Lanka. Ministry of Environment. Sector vulnerability profile: Urban development, human settlements and economic infrastructure. Ministry of Environment, Sri Lanka, 2010.

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Services, Western Management. Brain injury needs assessment and infrastructure improvement plan for Wyoming. Western Management Services, 2004.

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Yoe, Charles E. Lock rehabilitation, a public infrastructure problem: The value of increased productivity in mean lockage performance. U.S. Army Corps of Engineers, Water Resources Support Center, Institute for Water Resources, 1987.

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Dupont, Connie. Machaze District Food Security and Community Infrastructure Rehabilitation Project (FSCIR): Mid-term evaluation, October 1994. CARE International, 1994.

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Housing & Hazards International Conference (3rd 2000 Dhaka, Bangladesh, etc.). Village infrastructure to cope with the environment: Proceedings of the Third Housing & Hazards International Conference, Dhaka/Bangladesh/24-26 November 2000, Exeter/UK 4-5 December 2000. Edited by Seraj Salek M, Hodgson Robert L. P, Ahmed K. Iftekhar, University of Exeter. Housing & Hazards Group., and Bangladesh University of Engineering and Technology. Bangladesh University of Engineering & Technology, 2000.

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Housing & Hazards International Conference (3rd 2000 Dhaka, Bangladesh and Exeter, England). Village infrastructure to cope with the environment: Proceedings of the Third Housing & Hazards International Conference : Dhaka/Bangladesh/24-26 November 2000 [and] Exeter/UK/4-5 December 2000. Edited by Seraj Salek M, Hodgson Robert L. P, Ahmed K. Iftekhar, Bangladesh University of Engineering and Technology., and University of Exeter. School of Engineering. Housing & Hazards Group. Bangladesh University of Engineering & Technology and Housing & Hazards Group, School of Engineering, University of Exeter, UK, 2000.

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United States. Congress. House. Committee on Public Works and Transportation. Water Resources Conservation, Development, and Infrastructure Improvement and Rehabilitation Act of 1985: Report of the Committee on Public Works and Transportation to accompany H.R. 6 (including cost estimate of the Congressional Budget Office) together with additional views. U.S. G.P.O., 1985.

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Book chapters on the topic "Infrastructure Rehabilitation"

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Kessler, M. R., and W. K. Goertzen. "Polymer Nanocomposites for Infrastructure Rehabilitation." In Nanotechnology in Construction 3. Springer Berlin Heidelberg, 2009. http://dx.doi.org/10.1007/978-3-642-00980-8_32.

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Baptista, J. F. Melo. "Rehabilitation of Basic Sanitation Infrastructures Research Requirements in Portugal." In Urban Water Infrastructure. Springer Netherlands, 1990. http://dx.doi.org/10.1007/978-94-009-0559-7_14.

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Haimes, Yacov Y., James H. Lambert, Tulsiani Vijay, and Duan Li. "Reliability-Based Rehabilitation of Water Infrastructure." In Research Transformed into Practice. American Society of Civil Engineers, 1995. http://dx.doi.org/10.1061/9780784400944.ch03.

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Keraminiyage, Kaushal. "Restoration of Major Infrastructure and Rehabilitation of Communities." In Post-Disaster Reconstruction of the Built Environment. Wiley-Blackwell, 2011. http://dx.doi.org/10.1002/9781444344943.ch13.

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Wu, Wei. "Sustainable Infrastructure Design and Maintenance." In Critical Thinking in the Sustainable Rehabilitation and Risk Management of the Built Environment. Springer International Publishing, 2020. http://dx.doi.org/10.1007/978-3-030-61118-7_8.

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Falcao, Christianne Soares, and Alberico Paes Barreto Barros. "Creative Cluster and Urban Rehabilitation: Case Study in Northeast Brazil." In Advances in Human Factors, Sustainable Urban Planning and Infrastructure. Springer International Publishing, 2018. http://dx.doi.org/10.1007/978-3-319-94199-8_31.

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Kim, Sunghwan, and Kasthurirangan Gopalakrishnan. "Sustainable Rehabilitation of Deteriorated Concrete Highways: Condition Assessment Using Shuffled Complex Evolution (SCE) Global Optimization Approach." In Sustainable and Resilient Critical Infrastructure Systems. Springer Berlin Heidelberg, 2010. http://dx.doi.org/10.1007/978-3-642-11405-2_10.

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Danieli, Moshe. "Reliability of the Rehabilitation of the Monumental Buildings in Seismic Regions." In Reliability-Based Analysis and Design of Structures and Infrastructure. CRC Press, 2021. http://dx.doi.org/10.1201/9781003194613-23.

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Basu, Nilanghshu Bhusan. "Management of Urban Waste Water Infrastructure with Sewer Rehabilitation and Maintenance." In Water and Sanitation in the New Millennium. Springer India, 2017. http://dx.doi.org/10.1007/978-81-322-3745-7_13.

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Abdelghany, Yasser, and Hesham El Naggar. "Helical Screw Piles Performance - A Versatile Efficient Seismic Foundation Systems Alternative for Structures Rehabilitation, New Sustainable Structures Construction and Infrastructure Delivery." In Sustainable Civil Infrastructures. Springer International Publishing, 2017. http://dx.doi.org/10.1007/978-3-319-63543-9_10.

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Conference papers on the topic "Infrastructure Rehabilitation"

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Saad, Dina A., and Tarek Hegazy. "Microeconomics for Infrastructure Rehabilitation." In Construction Research Congress 2014. American Society of Civil Engineers, 2014. http://dx.doi.org/10.1061/9780784413517.131.

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Manjure, Padmakar. "Improving bridge infrastructure through rehabilitation." In IABSE Symposium, Weimar 2007: Improving Infrastructure Worldwide. International Association for Bridge and Structural Engineering (IABSE), 2007. http://dx.doi.org/10.2749/222137807796158192.

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Gray, William. "Comparative techniques: trenchless technology for sewer rehabilitation." In Nondestructive Evaluation of Aging Infrastructure, edited by Walter G. Reuter. SPIE, 1995. http://dx.doi.org/10.1117/12.209368.

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Liu, Xue, Weizhen Chen, and Guang Yang. "Rehabilitation and Simulation of Movable Bridge." In IABSE Symposium, Weimar 2007: Improving Infrastructure Worldwide. International Association for Bridge and Structural Engineering (IABSE), 2007. http://dx.doi.org/10.2749/222137807796120337.

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Salah, M., H. Osman, and O. Hosny. "Multi-Objective Optimization for Rehabilitation of Heath Facilities." In International Conference on Sustainable Infrastructure 2017. American Society of Civil Engineers, 2017. http://dx.doi.org/10.1061/9780784481196.023.

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Kovačević, Meho Saša, Mario Bačić, and Danijela Jurić Kaćunić. "Rehabilitation Techniques for Aged Railway Tunnels." In Fifth International Conference on Road and Rail Infrastructure. University of Zagreb Faculty of Civil Engineering, 2018. http://dx.doi.org/10.5592/co/cetra.2018.707.

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Furlanetto, Guido, Lucio Ferretti Torricelli, and Alessandra Marchiondelli. "Structural Assessment and Rehabilitation of Concrete Bridges." In IABSE Symposium, Weimar 2007: Improving Infrastructure Worldwide. International Association for Bridge and Structural Engineering (IABSE), 2007. http://dx.doi.org/10.2749/222137807796120085.

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Weil, Gary J. "Infrared thermographic pipeline leak detection systems for pipeline rehabilitation programs." In Nondestructive Evaluation of Aging Infrastructure, edited by Walter G. Reuter. SPIE, 1995. http://dx.doi.org/10.1117/12.209370.

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Hastak, Makarand, Qingbin Cui, Bhavin Safi, and Sanjiv Gokhale. "A Decision Support System for Infrastructure Rehabilitation Planning." In International Conference on Computing in Civil Engineering 2005. American Society of Civil Engineers, 2005. http://dx.doi.org/10.1061/40794(179)169.

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Wang, Edward. "Infrastructure Rehabilitation Management Applying Life-Cycle Cost Analysis." In International Conference on Computing in Civil Engineering 2005. American Society of Civil Engineers, 2005. http://dx.doi.org/10.1061/40794(179)170.

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Reports on the topic "Infrastructure Rehabilitation"

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Yoe, Charles E. Lock Rehabilitation, A Public Infrastructure Problem: The Value of Increased Productivity in Mean Lockage Performance. Defense Technical Information Center, 1987. http://dx.doi.org/10.21236/ada184386.

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Zhang, Zhibo, Samuel Labi, Jon D. Fricker, and Kumares C. Sinha. Strategic Scheduling of Infrastructure Repair and Maintenance: Volume 2—Developing Condition-Based Triggers for Bridge Maintenance and Rehabilitation Treatments. Purdue University, 2018. http://dx.doi.org/10.5703/1288284316512.

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Qiao, Yu, Jon D. Fricker, Samuel Labi, and Kumares C. Sinha. Strategic Scheduling of Infrastructure Repair and Maintenance: Volume 3—Developing Condition-Based Triggers for Pavement Maintenance, Rehabilitation, and Replacement Treatments. Purdue University, 2018. http://dx.doi.org/10.5703/1288284316513.

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Agrawal, Asha Weinstein, Hilary Nixon, and Cameron Simmons. Investing in California’s Transportation Future: Public Opinion on Critical Needs. Mineta Transportation Institute, 2020. http://dx.doi.org/10.31979/mti.2020.1861.

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In 2017, the State of California adopted landmark legislation to increase the funds available for transportation in the state: Senate Bill 1 (SB1), the Road Repair and Accountability Act of 2017. Through a combination of higher gas and diesel motor fuel taxes, SB1 raises revenue for four critical transportation needs in the state: road maintenance and rehabilitation, relief from congestion, improvements to trade corridors, and improving transit and rail services. To help state leaders identify the most important projects and programs to fund within those four topical areas, we conducted an online survey that asked a sample of 3,574 adult Californians their thoughts on how the state can achieve the SB1 objectives. The survey was administered from April to August 2019 with a survey platform and panel of respondents managed by Qualtrics. Quota sampling ensured that the final sample closely reflects California adults in terms of key socio-demographic characteristics and geographic distribution. Key findings included very strong support for improving all transportation modes, reducing air pollution and greenhouse gas emissions from transportation, and more convenient options to travel without driving. Respondents placed particular value on better maintenance for both local streets and roads, as well as highways. Finally, the majority of respondents assessed all types of transportation infrastructure in their communities as somewhat or very good.
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Chiavassa, Nathalie, and Raphael Dewez. Technical Note on Road Safety in Haiti. Inter-American Development Bank, 2021. http://dx.doi.org/10.18235/0003250.

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The IDB has been a predominant partner supporting Haiti development efforts for many years. Nowadays, the IDB is the main source of investment for the country. Considering the vital weight of road transport sector in the socio-economy of the country, the IDB has concentrated a large part of investment efforts in rehabilitating and improving national road infrastructures. In the same time, a rapid increase of motorization and relatively higher speeds have contributed to increasing the number of traffic fatalities and injuries. In 2017, road injuries were the fifth cause of mortality in Haiti. The Road Safety situation of the country is preoccupying with many Vulnerable Road Users involved, in particular pedestrians and motorcyclists. The country is facing multi-sector challenges to address this Road Safety situation. Despite recent efforts, high political will has not been continuous in promoting a multi-sector coordination and the success of technical efforts remained mitigated over the last years. Road user awareness is still weak in the country. Risk factors include dangerous driving, bad safety conditions of vehicles, together with limited law enforcement and poor maintenance of safety devices on the roads. In this context, the Road Safety situation of the country may be getting worse in the coming years if no action is taken. However, the new Decade provides with a unique opportunity to achieve Sustainable Development Goals (SDGs) including significant progress in reducing the burden of traffic crashes. The IDB has already initiated vital investments in modernizing crash data collection, promoting institutional dialogue and supporting capacity building in the area of Road Safety. Future actions to address Road Safety challenges in Haiti in the framework of the five UN five pillars would require a range of investments in the area of political commitment, institutional coordination and technical efforts. A change of political paradigm from making roads for travelling faster to making roads safer for all users is highly needed at national level. This technical note on Road Safety in Haiti present the current situation of the country and provides with recommendations for future actions on Road Safety.
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Analytical System for Planning of Infrastructure Rehabilitation (ASPIRE). Purdue University, 2014. http://dx.doi.org/10.5703/1288284315526.

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