VÍAS DE BAJO VOLUMEN DE TRÁNSITO

bck_fig_002.jpg

Referencias bibliográficas

Abd El-Aziz, M., & Abo-Hashema, M. (2013). Measured effects on engineering properties of clayey subgrade using lime-Homra stabiliser. International Journal of Pavement Engineering, 14, 321-332.

Abdulwahid, H. M., Al Kahtani, A., & Abdulaziz, M. (2010). Development of a national road asset management system for the kingdom of Saudi Arabia. 16th World Meeting International Road Federation. Lisboa.

ACI. (1997). State of The Art Report on Soil Cement. American Cement Association-ACI-. ACI.

Adebayo Oluwasegun, H. (2015). A GIS-Based Model for Road Maintenance in Nigeria: A Case Study of Ikeja Road Network, Lagos, Nigeria. IOSR Journal of Humanities And Social Science (IOSR-JHSS), 20(5), 16-26.

Agencia Nacional de Infraestructura. (2013). Especificaciones de trabajos en la vía. En reparación y atención de puntos críticos de vías férreas (págs. 16-17). Bogotá.

Ahmed Elhadi, H. (2009). GIS, a tool for pavement management. (D. o.-S.-R. (KTH), Ed.) Stockholm, Sweden.

Aldaood, M., Bouasker, M., & Al-Mukhtar, M. (2014). Impact of wetting–drying cycles on the microstructure and mechanical properties of lime-stabilized gypseous soils. Engineering Geology, 174, 11-21.

Aliabdo, A., Elmoaty, A., & Hassan, H. (2013). Utilization of crushed clay brick on concrete industry. Alexandria Engineering Journal, 167-168.

Álvarez, P., López-Rodríguez, F., Canito, J. L., Moral, F. J., & Camacho, A. (2007). Development of a measure model for optimal planning of maintenance and improvement of roads. Computers & Industrial Engineering, 52, 327–335.

American Water Works Association. (1971). Water quality and treatment. New York: 3rd Ed. McGraw-Hill, Inc.

Ancade, Anter & Ieka. (2008). Manual de estabilización de suelos con cemento o cal. Madrid: Asociación Nacional de Fabricantes de Cales y Derivados de España (ANCADE), Asociación Nacional Técnica de Estabilizados de Suelos y Reciclado de Firmes (ANTER), Instituto del Cemento y sus Aplicaciones (IECA).

Anderson, D., & MacDonald, L. (1998). Modelling road surface sediment production modelling road surface sediment production. Earth Surface Processes and Landforms 23, 95-107.

Araújo, J. P., Oliveira, J. R., & Silva, H. M. (2014). The importance of the use phase on the LCA of environmentally friendly solutions for asphalt road pavements. Transportation Research Part D: Transport and Environment, 97-110.

Aristizábal Murillo, V. M., Botero Hernández, B. A., & Vélez Upegui, J. J. (2012). Manual de hidrología para obras viales basado en el uso de sistemas de información geográfica. Manizales, Colombia: Universidad Nacional de Colombia, Facultad de ingeniería y Arquitectura.

Arjuana, P., Silsbee, M. R. & Roy, D. M. (2001). Chemical Activation of Low Calcium Fly Ash Part II: Effect of Mineralogical Composition on Alkali Activation. International Ash Utilization Symposium, Center for Applied Energy Research, University of Kentucky.

Arroyave Montoya, M. N., & Echavarría Marín, J. C. (2003). Diseño de mezclas de suelo-cemento para estructuras ingenieriles, utilizando suelo residual proveniente de Diorita. Medellín: Universidad de Medellín.

Arroyave, M. P., Gómez, C., Gutiérrez, M. E., Múnera, D. P., Zapata, P. A., Vergara, I. C., & Ramos, K. C. (2006). Impactos de las carreteras sobre la fauna silvestre y sus principales medidas de manejo. Revista EIA, 45-57.

Arulrajah, A., Disfani, M., Horpibulsuk, S., Suksiripattanapong, C., & Prongmanee, N. (2014). Physical properties and shear strength responses of recycled construction and demolition materials in unbound pavement base/subbase applications. Construction and Building Materials, 246-256.

Astarita, V., Vaiana, R., Iuele, T., Caruso, M. V., Vincenzo P., G., & De Masi, F. (2014). Automated sensing system for monitoring of road surface quality by mobile devices. EWGT2013–16thMeeting of the EURO Working Group on Transportation-Procedia-Social and Behavioral Sciences 111, (págs. 242–251).

ASTEC. (2003). Normas de diseño geométrico de carreteras y de caminos vecinales. Quito, Ecuador.

Aurangzeb, Q., Al-Qadi, I. L., Ozer, H., & Yang, R. (2014). Hybrid life cycle assessment for asphalt mixtures with high RAP content. Resources, conservation and recycling, 77-86.

Ayres, Q. (1960). La erosión del suelo y su control. Barcelona: Omega S.A.

Barris, N. (2011). Estudio del impacto ambiental asociado a una posible rehabilitación de la carretera HU-341. Cataluña.

Beasley, D., Huggins, L., & Monke, E. (1980). ANSWER: a model for watershed planning. Transactions of the American Society of Agricultural Engineers. Michigan (23), 939-944.

Bektas, F. (2014). Alkali Reactivity of crushed clay brick aggregate. Construction and Building Materials, 80-84.

Bektas, F., Wang, K., & Ceylan, H. (2009). Effects of crushed clay brick aggregate on mortar durability. Construction and Building materials, 1910-1913.

Bell, C. F. (1969). Generalized rainfall-duration-frequency relationships. Journal of Hydraulics Division, 95, 311-327.

Bennett, J. (1974). Concepts of mathematical modelling of sediment yield. Water Resources Research 10, 485–492.

Bergado, D. T., Anderson, L. R., Miura, N., & Balasubramaniam, A. S. (1996). Soft Ground Improvement in Lowland and Other Environments. American Society of Civil Engineers.

Birgisdóttir, H., Bhander, G., Hauschild, M. Z., & Christensen, T. H. (2007). Life cycle assessment of disposal of residues from municipal solid waste incineration: Recycling of bottom ash in road construction or landfilling in Denmark evaluated in the ROAD-RES model. Waste Management, S75-S84.

Birgisdóttir, H., Pihl, K. A., Bhander, G., Hauschild, M. Z., & Christensen, T. H. (2006). Environmental assessment of roads constructed with and without bottom ash from municipal solid waste incineration. Transportation Research Part D: Transport and Environment, 358-368.

Brooks, C., Roussi, C., Dobson, R., Colling, T., Banach, D., & Hart, B. (2015). Characterization of unpaved road condition through the use of remote sensing project. deliverable 5-B: Review and update on URCAS Requirements sensors, and platforms, Michigan Technological University.

Butt, A. A., Toller, S., & Birgisson, B. (2015). Life cycle assessment for the green procurement of roads: a way forward. Journal of Cleaner Production, 163-170.

Camargo, A. P., & Sentelhas, P. C. (1997). Avaliação do desempenho de diferentes métodos de estimativas da evapotranspiração potencial no Estado de São Paulo, Brasil. Revista Brasileira de Agrometeorología, Santa María, 5(1), 89-97.

Carvajal, G. I., Balaguera, A., Vega, J. A., & Botero, B. A. (2014). Línea base para vivienda de interés sostenible: caso ciudad de Medellín. Medellín: Universidad de Medellín.

Celauro, C., Corriere, F., Guerrieri, M., & Lo Casto, B. (2015). Environmentally appraising different pavement and construction scenarios: A comparative analysis for a typical local road. Transportation Research Part D: Transport and Environment, 41-51.

Chacón Vargas, R. (2008). Historia ampliada y comentada del análisis de ciclo de vida (ACV). Revista de la Escuela Colombiana de Ingeniería, 37-70.

Chamorro, A., & Tighe, S. (2011). Condition performance models for network-level management of unpaved roads. Transportation Research Record: Journal of the Transportation Research Board, 21-28.

Chen, W., & Brouwers, H. (2007). The Hydration of Slag, Part 1: Reaction Models for Alkali-Activated Slag. J Mater Sci, 428-443.

Chepkuto Chebon, C. (2011). Development of Road Maintenance Management System for Unpaved Roads in Kenya. Kenya: A Thesis submitted in partial fulfilment for the Degree of Master of Science in Civil Engineering in the Jomo Kenyatta University of Agriculture and Technology.

Chiu, C.-T., Hsu, T.-H., & Yang, W.-F. (2008). Life cycle assessment on using recycled materials for rehabilitating asphalt pavements. Resources, conservation and recycling, 545-556.

Chow, V. T. (1994). Hidráulica de canales abiertos. New York: Mc Graw Hill.

Chow, V. T., Maidment, D. R., & Mays, L. W. (1994). Hidrología aplicada. New York: McGraw Hill.

Chowdhury, R., Apul, D., & Fry, T. (2010). A life cycle based environmental impacts assessment of construction materials used in road construction. Resources, conservation and recycling, 250-255.

Compañía Empaques S. A. (2012). Compañía Empaques. Catálogo de Productos. Recuperado el 26 de 08 de 2015, de http://epq.com.co/w3/internet/epq_1/documents/sacos_de_polipropileno.html

Consoli, F. (1993). Guidelines for life cycle assessment: a code of practice. Bruselas.

Consoli, N., da Silva Lopes, L., & Heineck, K. (2009). Key parameters for the strength control of lime stabilized soils. Journal of Materials in Civil Engineering, 21, 210-216.

Cristelo, N., Glendinnig, S., Miranda, T., Oliveira, D., & Silva, R. (2012). Soil stabilisation using alkaline activation of fly ash for self compacting rammed earth construction. Construction and Building Materials, 727-735.

Croke, J., Mockler, S., Hairsine, P., & Fogarty, P. (2006). Relative contributions of runoff and sediment from sources within a road prism and implications for total sediment delivery. Earth Surface Processes and Landforms 31, 457–468.

Daguerre, L., Capra, B., Frígoli Albert, E., Larsen, D., Williams, E., Tidone, L. & Schvartzer, F. (2013). Sistema de gestión vial: aplicación en la ciudad de Mar del Plata. Segundas Jornadas de Investigación y Transferencia-2013.

Das, B. M. (2001). Principios de Ingeniería de Cimentaciones. México: Thompsom.

Das, P. (2007). Road Information System. Technical Assistance to Establish a Maintenance Management System and Implementation of Annual Maintenance Plans in the State of Himachal Pradesh, India, Agreement: PWWBP1/2003-7287/31.03.05., Government of Himachal Pradesh, Public Works Department, SMEC International Pty Ltd.

Dash, S., & Hussain, M. (2012). Lime Stabilization of Soils: Reappraisal. Journal of materials in civil engineering, 24, 707-714.

De Solminihac, H. (2001). Gestión de la Infraestructura vial. Santiago de Chile: Pontificia Universidad Católica de Chile.

Dearden, R. A., Marchant, A., & Royse, K. (2013). Development of a suitability map for infiltration sustainable drainage systems (SuDS). Environmental earth sciences, 70(6), 2587-2602.

Dixon, P., Guthrie, W., & Eggett, D. (2012). Factors affecting strength of road base stabilized with cement slurry or dry cement in conjunction with full-depth reclamation. Transportation Research Record, 113-120.

DNP. (2 de junio de 2016). Departamento Nacional de Planeación de Colombia. Recuperado el 10 de marzo de 2017, de https://www.dnp.gov.co/Paginas/V%C3%ADas-terciarias,-claves-para-consolidar-la-paz-en-el-escenario-del-posconflicto-.aspx

Dobson, R. J., Colling, T., Brooks, C., Roussi, C., Kueber Watkins, M., & Dean, D. (2014). Collecting Decision Support System Data via Remote Sensing of Unpaved Roads. TRB 2014 Annual Meeting.

Dubé, K., Megahan, W., & Mccalmon, M. (2004). Washington Road Surface Erosion Model (WARSEM) Manual. Department of Natural Resources, State of Washington.

Duxson, P., Fernandez-Jimenez, A., Provis, J. L., Luckey, G. C., Palomo, A., & Deventer, J. S. (2007). Geopolymer technology: the current state of the art. Journal of Materials Science, 2917-2933.

Duxson, P., Lukey, G. C., & Deventer, J. (2006). Thermal evolution of metakaolin geo-polymers: Part 1 – Physical evolution. Journal of Non-Crystalline Solids, 352(52-54), 5541–5555.

Duxson, P., Provis, J. L., Lukey, G. C., Mallicoat, S. W., Kriven, W. M., & van Deventer, J. (2005). Understanding the relationship between geopolymer composition, micro-structure and mechanical properties. Colloids and Surfaces A: Physicochemical and Engineering Aspects, 269(1-3), 47–58.

Eastman, J. R. (2003). IDRISI Kilimanjaro: guide to GIS and image processing. Worcester, MA: Clark Labs, Clark University.

ECOPETROL. (1997). Normas de Ingeniería de Oleoductos-sacos rellenos (NIO-0808). Bogotá.

ECOPETROL. (1997). Normas de Ingeniería de Oleoductos-sistema de drenaje (NIO-0802). Bogotá.

Eisazadeh, A., Kassim, K., & Nur, H. (2012). Stabilization of tropical kaolin soil with phosphoric acid and lime. Natural hazards, 61, 931-942.

Ellis, J. B., Deutsch, J. C., Mouchel, J. M., Scholes, L., & Revitt, M. D. (2004). Multicriteria decision approaches to support sustainable drainage options for the treatment of highway and urban runoff. Science of the total Environment, 334, 251-260.

Escarameia, M., & Todd, A. J. (2007). Site assessment of road-edge grassed channels for highway drainage. En Highway and Urban Environment (333-343). Netherlands: Springer.

ESRI. (2015). ArcGIS Resource. Obtenido de http://resources.arcgis.com

FEDESARROLLO. (2013). Indicadores del sector transporte en Colombia. Bogotá.

FEDESARROLLO. (2014). Infraestructura regional y pobreza rural. Bogotá.

Feijoo, G., Hospito, A., & Moreira, M. T. (2007). Análisis de ciclo de vida (I). Desarrollo Sostenible y ACV. Alción.

Fendi, K. G., Adam, S. M., Kokkas, N., & Smith, M. (2014). An Approach to Produce a GIS Database for Road Surface Monitoring. APCBEE Procedia 9, 235 – 240.

Fernández-Jiménez, A., & Palomo, A. (2003). Characterization of Fly Ashes. Potential Reactivity as alkaline cements. FUEL, 2259–2265.

Ferone, C., Colangelo, F., Roviello, G., Asprone, D., Menna, C., Balsamo, A., & Manfredi, G. (2013). Application-Oriented Chemical Optimization of a Metakaolin Based Geopolymer. Materials, 6(5), 1920–1939.

Figueroa Infante, A. S., Flórez Valero, C. F., León Neira, M. P., Muñoz Díaz, É. E., Ojeda Moncayo, B. J., Reyes Lizcano, F. A., & Rodríguez Ordóñez, J. A. (2008). En Manual para el mantenimiento de la red vial secundaria (pavimentada y en afirmado) (págs. 1-76). Bogotá, Colombia: Ministerio de Transporte.

Finnveden, G., Hauschild, M. Z., Ekvall, T., Guinée, J., Heijungs, R., Hellweg, S. & Suh, S. (2009). Recent developments in Life Cycle Assessment. Journal of Environmental Management, 1-21.

Foster, G., Flanagan, D., Nearing, M., Lane, L., Risse, L., & Finkner, S. (1995). Hillslope erosion component. In: Flanagan, D. C. USDA-Water Erosion Prediction Project: Hillslope Profile and Watershed Model Water Erosion Prediction Project: Hillslope Profile and Watershed Model. Nearing, M. A.

Fu, B., Newham, L. T. H., & Ramos-Scharrón, C. E. (2010). A review of surface erosion and sediment delivery models for unsealed roads. Environmental Modelling & Software 25, 1-14.

Fullana, P., Betz, M., Hischier, R., & Puig, R. (2008). Life Cycle Assessment applications: results from COST Action 530. Madrid: AENOR.

Gamboa, R. (1969). Diseño hidrológico e hidráulico de drenajes menores de carretera. San José de Costa Rica: Trabajo de grado. Universidad de Costa Rica. Escuela de Ingeniería Civil.

García-Chevesich, P. (2008). Procesos y Control de la erosión. Denver, CO.: Outskirts Press.

GEIPOT. (1982). Research on the interrelationships between costs of highway construction, maintenance and utilization (PIACR). Final report 12 volumes. Brasilia, Brasil.

Gómez, C. M., Osorio, J., Hidalgo, C. A., & Rodríguez, M. A. (2004). Análisis del comportamiento estático de un suelo tipo granular adicionado con cal. Revista Ingenierías Universidad de Medellín, 3(5), 75–96.

Gourley, C. S., & Greening, P. (1999). Establishment of information system for managing road construction material resources in Southern Africa. Project Report PR/OSC/170/99, Department for International Development, Transport Research Laboratory.

Grass, D. (2007). Integration of GIS into pavement management systems for low volume county roads. A Thesis submitted for degree of Master of Science. Auburn, Alabama: Auburn University.

Griffiths, P. J., Hird, A. B., & Tomlinson, P. (2000). Rural Road Protection Drainage Design for Environmental Protection (Vol. 192). Londres: TRL LIMITED.

Guinée, J. B., Heijungs, R., & Huppes, G. (2004). Economic allocation: examples and derived decision tree. The International Journal of Life Cycle Assessment, 23-33.

Haichert, R., Kelln, R., Wandzura, C., Berthelot, C., & Guenther, D. (2012). Cement stabilization of conventional granular base and recycled crushed portland cement concrete. Transportation Research Record, 121-126.

Hairsine, P., & Rose, C. (1992). Modelling water erosion due to overland flow using physical principles: 2. Rill flow. Water Resources Research, 28(1), 245–250.

Halsted, G. E. (2006). Performance of Soil-Cement and Cement-Modified Soil for Pavements: Research Synopsis. Portland Cement Association-PCA-.

Haneefa, K. M., Santhanam, M., & FParida, F. C. (2013). Performance characterization of geopolymer composites for hot sodium exposed sacrificial layer in fast breeder reactors. Nuclear Engineering and Design, 542-553.

Heller, S., & Norman, S. (2005). 2004 Forest Road BMP Upgrade Monitoring Program. Lake Tahoe Basin Management Unit: USDA-Forest Service.

Hessel, R., Jetten, V., & Guanghui, Z. (2003). Estimating Manning’s n for steep slopes. ELSEVIER, 77-91.

Hidalgo, C. A. (2008). Suelos estabilizados como material de construcción. 10th International Conference on Non¬Conventional Materials and Technologies. -NOCMAT 2008: Materials Valorization for Sustainability. Cali: Universidad del Valle.

Hodges, J. W., Rolt, J., & Jones, T. (1975). The Kenya Road Transport Cost Study: Research on Road Deterioration, TRRL Laboratory Report 673. Crowthorne: Transport Research Laboratory.

Horpibulsuk, S., Rachan, R., Chinkulkijniwat, A., Raksachon, Y., & Suddeepong, A. (2010). Analysis of strength development in cement-stabilized silty clay from microstructural considerations. Construction and building materials, 24, 2011-2021.

Hossain, K. M. (2010). Development of stabilized soils for construction applications. Ground Improvement, 173-185.

Huang, Y., Bird, R. N., & Heidrich, O. (2007). A review of the use of recycled solid waste materials in asphalt pavements. Resources, conservation and recycling, 58-73.

Huang, Y., Bird, R., & Heidrich, O. (2009). Development of a life cycle assessment tool for construction and maintenance of asphalt pavements. Journal of Cleaner Production, 283-296.

Ibáñez Asensio, S., Moreno Ramón, H., & Gisbert Blanquer, J. (2011). En Métodos para la determinación del coeficiente de escorrentía (c) (págs. 1-7). España: Universidad Politecnica de Valencia.

Ibochi, A., Okeke, F., & Ogwuche, J. (2013). Development of a Road Maintenance Model (RMM) Using Geographic Information Systems for Road Maintenance in Nigeria: A Case Study of Abuja Phase 1 Road Network, Nigeria. Journal of Defense Studies & Resource Management, 2(1).

Ibraheem, A. T., & Al-Razzaq Falih, D. A. (2012). Applying Geographic Information System (GIS) for Maintenance Strategy Selection. Engineering, 4, 44-54.

IDEAM. (2010). Informe anual sobre el estado del medio ambiente y los recursos naturales en Colombia. En Estudio Nacional del Agua (págs. 54-70). Bogotá, Colombia: El Instituto.

IDU. (2005). Guía para el diseño y la construcción de capas estructurales de pavimentos estabilizados mediante procesos químicos. Bogotá.

IDU. (2013). Cartilla guía de diseño de pavimentos con bajos volúmenes de tránsito y vías locales para la ciudad de Bogotá D.C. Bogotá.

INNOVIAL. (2012). Procesos de transferencia e innovación tecnológica para la construcción sostenible de vías terciarias. Medellín: Sin publicar.

INVÍAS. (2007). Manual de diseño de pavimentos asfálticos para vías con bajos volúmenes de tránsito. Bogotá, Colombia: Ministerio de Transporte.

INVÍAS. (2008). Manual de diseño geométrico de carreteras. República de Colombia: Ministerio de Transporte.

INVÍAS. (2009). Manual de drenaje para carreteras. República de Colombia: Ministerio de Transporte.

INVÍAS. (2012). Específicaciones Generales de Construcción de Carreteras. República de Colombia: Ministerio de Transporte.

ISO. (2006). ISO 14044 International Standard. In: Environmental Management –Life Cycle Assessment – Requirements and Guidelines. Geneva, Switzerland.

Jegandan, S., Liska, M., Osman, A. M., & Al-Tabba, A. (2010). Sustainable binders for soil stabilisation. Ground Improvement, 53-61.

Joel, M., & Agbede, I. (2011, February). Mechanical-Cement Stabilization of Laterite for Use as Flexible Pavement Material. Journal of materials in civil engineering, 23, 146-152.

Johanson, R., Imhoff, J., & Davis, H. (1989). Users Manual for the Hydrologic Simulation Program—Fortran (HSPF) version No. 5.0 EPA-600/9-80-105. US EPA Environmental Research Laboratory, Athens, GA.

Julien, P. Y. (2002). River Mechanics. New York: Cambridge University.

Kalantari, B., Prasad, A., & Huat, B. (2011). Stabilising peat soil with cement and silica fume. Proceedings of the Institution of Civil Engineers: Geotechnical Engineering, 164, 33-39.

Kalantari, Z., Briel, A., Lyon, S., Olofsson, B., & Folkeson, L. (2014). On the utilization of hydrological modelling for road drainage design under climate and land use change. Science of the Total Environment journal (133), 97-103. doi:10.1016/j.scitotenv.2013.12.114

Kasangaki, G., & Towhata, I. (2009, October). Wet compaction and lime stabilization to mitigate volume change potential of swelling clayey soils. Soils and Foundations, 49, 813-821.

Katala, J., & Toole, T. (2000). Road management systems-the development of the road mentor system in Tanzania. Road Mentor System Development-Tanzania Annual Roads Convention.

Kayondo-Ndandiko, L. M. (2012). Geographical Information Technologies – Decision Support for Road Maintenance in Uganda. Sweden: Blekinge Institute of Technology Doctoral Dissertation Series.

Kmetz, R. (2011). GIS Based Pavement Maintenance: A Systematic Approach. Degree of Master of Science in Technology. West Lafayette, Indiana: Purdue University.

Knisel, W. (1980). CREAMS: A Field Scale Model for Chemicals, Runoff and Erosion from Agricultural Management Systems. USA: USDA.

Konacevic, A., & González, A. (1990). Sistemas de información, conceptos e implicancias para la empresa. Santiago: Ediciones Universidad Católica de Chile.

Kong, D., & Sanjayan, J. G. (2008). Damage behavior of geopolymer composites exposed to elevated temperatures. Cement and Concrete Composites, 30(10), 986–991.

Kucukvar, M., & Tatari, O. (2012). Ecologically based hybrid life cycle analysis of continuously reinforced concrete and hot-mix asphalt pavements. Transportation Research Part D: Transport and Environment, 86-90.

Kumar, A., & Raju, P. (2009). Use of lime cement stabilized pavement construction. Indian Journal of Engineering and Materials Sciences, 16, 269-276.

Kumar, M., & Raju, P. (2008). Use of lime-cement stabilized flyash layer as subbase course in flexible pavement construction on different subgrades. Asian Journal of Microbiology, Biotechnology and Environmental Sciences, 10, 69-74.

Lee, W. K., & Van Deventer, J. S. (2004). The interface between natural siliceous aggregates and geopolymers. Cement and Concrete Research, 34(2), 195–206.

Linard, K. (2010). A system dynamics modelling approach to gravel road maintenance management. 2010 South Australian Local Government Roads & Works Conference. Moorabool Shire Council.

Little, D. (1999). Evaluation of Structural Properties of Lime Stabilized Soils and Aggregates. National Lime Association.

Littleboy, M., Freebairn, D., Hammer, G., & Silburn D. (1992). Impact of soil erosion on production and erosion risks for a wheat cropping system. Australian Journal of Soil Research 30, 775–788.

Liu, J., Nie, X., Zeng, X., & Su, Z. (2012). Cement-based solidification/stabilization of contaminated soils by nitrobenzene. Frontiers of environmental science & engineering, 6, 437-443.

López, C. (2010). Metodología para recolección y análisis de información primaria como soporte al sistema de gestión de pavimentos en la red vial de Bucaramanga. Santander: Universidad Industrial de Santander.

López, S. M. (04 de marzo de 2015). Simulación de Monte Carlo. Obtenido de Simulación de Monte Carlo: http://www.expansion.com/diccionario-economico/simula-cion-de-monte-carlo.html

Macea, L., Morales, L., & Márquez, L. (2016). Un sistema de gestión de pavimentos basado en nuevas tecnologías para países en vía de desarrollo. Ingeniería, Investigación y Tecnología, XVII (2), 223-235.

Makusa, G. P. (2012). Soil stabilization methods and materials. Lulea: Department of Civil, Environmental and Natural resources engineering.

Martínez Argüelles, G., Fuentes, L., & Torregroza Aldana, L. (2011). Revisión del sistema de gestión de pavimentos de la red ciclorrutas de Bogotá. Revista Ingeniería de Construcción, 26(2), 150-170.

Martínez Candelo, G. (2013). Sistemas urbanos de drenajes sostenibles “SUDS” como alternativa de control y regulación de las aguas lluvias en la ciudad de Palmira. Universidad Militar Nueva Granada.

Mc Cool, A., Brown, L., Foster, G., Mutchler, C., & Meyer, Y. (1987). Revised slope steepness factor for the Universal Soil Loss Equation. Trans. ASAE, 30(5), 1387-1396.

Medina, A., Flintsch, G., & Zaniewski, J. (1999). Geographic Information Systems–Based Pavement Management System A Case Study. Transportation research record, 1652, 151-157.

Megahan, W., Wilson, M., & Monsen, S. (2001). Sediment production from granitic cutslopes on forest roads in Idaho, USA. Earth Surface Processes and Landforms, 26(2), 153–163.

Merritt, W., Letcher, R., & Jakeman, A. (2003). A review of erosion and sediment transport models. Environmental Modelling & Software 18, 761–799.

Ministerio de Agricultura, Alimentación y Medio ambiente. (2010). Sistemas de drenaje, caminos naturales. Madrid, España.

Ministerio de Transporte. (2011). En Diagnostico del transporte (págs. 1-112). Bogotá, Colombia.

Ministerio de Transportes y Comunicaciones. (2008). Manual de carreteras-hidrología, hidráulica y drenaje. Lima, Perú.

MINTRANSPORTE. (2016). Transporte en cifras estadísticas 2015. Bogotá: Ministerio de Transporte.

Montoya Goicochea, J. (2007). Implementación del Sistema de Gestión de Pavimentos con Herramienta HDM-4 para la Red Vial Nro. 5 Tramo Ancón–Huacho–Pativilca. Lima: Universidad Ricardo Palma. Facultad de Ingeniería. Escuela Profesional de Ingeniería Civil.

MOP. (2000). Manual de carreteras. Santiago, Chile: Volumen 7: Mantenimiento Vial.

Morgan, R. P., & Rickson, R. (1995). Slope stabilization and erosion control: a bioengineering approach.

Morosiuk, G. (1996, 1998, 1999). Specificactions for the HDM-4 Road Deterioration Model–Fourth, Fifth, Sixth, Seventh and Eighth Drafts. ISOHDM. Reino Unido.

Morova, N., Terzi, S., Gokova, S., & Karasahin, M. (2016). Pavement Management Systems Application with Geographic Information System Method. Journal of Natural and Applied Sciences, 20(1), 103-110.

Motz, H., & Geiseler, J. (2001). Products of steel slags an opportunity to save natural resources. Waste Management, 285-293.

Mroueh, U.-M., Eskola, P., & Laine-Ylijoki, J. (2001). Life-cycle impacts of the use of industrial by-products in road and earth construction. Waste Management, 271-277.

MTC. (2013). Manual de carreteras: Hidrología, hidráulica y drenajes. Lima, Perú: Ministerio de Transportes y Comunicaciones.

Naidoo, K., & Purchase, R. (2001). Managing unpaved roads in urban areas. 20th South African Transport Conference-‘Meeting the Transport Challenges in Southern Africa’.

Namur, E. G. (2008). Metodología simplificada para la detección de necesidades de mantenimiento en caminos no pavimentados (Tesis doctoral inédita). Santiago de Chile: Pontificia Universidad Católica de Chile.

Nash, J. E., & Sutcliffe, J. V. (1970). River flow forecasting through conceptual models part I -A discussion of principles. Journal of Hydrology, 10(3), 282-290.

NDLI. (1995). Modelling Road Deterioration and Maintenance Effects in HDM-4. Final Report Asian Development Bank Project RETA 5549. Vancouver: N. D. Lea International.

Nescu, I. C., Georgescu, M., & Melinescu, A. (2012). Synthesis and characterization of geopolymer binders from fly ash. UPB Scientific Bulletin, Series B: Chemistry and Materials Science, 3-14.

Núñez Galeano, L. (2014). Sistemas urbanos de drenaje sostenible” SUDS” como alter-nativa de control y regulación de las aguas lluvias en la Ciudad de Palmira. Bogotá: Tesis. Universidad Nueva Granada.

Obuzor, G., Kinuthia, J., & Robinson, R. (2012). Soil stabilisation with lime-activated-GGBS-A mitigation to flooding effects on road structural layers/embankments constructed on floodplains. Engineering Geology, 151, 112-119.

Olsson, S., Kärrman, E., & Gustafsson, J. P. (2006). Environmental systems analysis of the use of bottom ash from incineration of municipal waste for road construction. Resources, conservation and recycling, 26-40.

Otálvaro, M. (2015). Consideraciones generales para realizar el diseño hidrológico e hidráulico de obras de drenaje para vías de bajos volúmenes de tránsito. Caso de estudio pista de prueba Urrao-Antioquia. Trabajo de grado Programa Ingeniería Civil. Medellín: Universidad de Medellín.

Otálvaro, M., Pareja, N., & Botero, B. (2016). Calibración del coeficiente de Manning para drenaje longitudinal en vías terciarias en zonas de montaña. Lima, Perú, 28 al 30 de setiembre de 2016: XXVII Congreso Latinoamericano de Hidráulica.

Pacheco-Torgal, F., Labrincha, J., Leonelli, C., Palomo, A., & Chindaprasit, P. (2014). Handbook of Alkali-Activated Cements, Mortars and Concretes. In P. Sargent, The development of alkaliactivated mixtures for soil stabilization (pp. 555-603). Cambridge: Woodhead Publishing.

Pacheco-Torgal, S., Castro-Gomes, J., & Jalali, S. (2008). Alkali-activated binders: A review. Part 2. About materials and binders manufacture. Construction and Building Materials, 22(7), 1315–1322.

Palomo, Á., Grutzeck, M. W., & Blanco, M. T. (1999). Alkali-activated fly ashes: a cement for the future. Cement and Concrete Research, 1323-1329.

Pareja Osorio, N., & Botero Herández, B. A. (2015). Informe de estudio hidrológico tramo Amagá–La Clarita-Angelópolis. Medellín: Proyecto: Regalías Stecno.

Parsons, R., & Milburn, J. (2003). Engineering behavior of stabilized soils. . Transportation Research Record: Journal of the Transportation Research Board, 20-29.

Paterson, W. D. (1987). Road Deterioration and Maintenance Effects: Models for Planning and Management. Washington D.C. World Bank, Transportation Department.

Pérez, G. J. (2005). Documento de trabajo sobre economía regional, “La Infraestructura del transporte vial y la movilización de carga en Colombia”. Cartagena: Banco de la república, Centro de estudios regionales CEER.

Pérez, S. J. (2001). Modelo para evaluar la erosión hídrica en Colombia utilizando sistemas de información geográfica. Obtenido de http://www.bvsde.paho.org/bvsacd/cd29/modeloerosion.pdf

Petermann, J. C., & Saeed, A. (2010). Alkali-activated geopolymers:a literature review. Air force research laboratory materials and manufacturing directorate, 1-99.

Petermann, J. C., & Saeed, A. (2012). Alkali-activated geopolymers: a literature review. Air Force Research Laboratory, (February), 1–99.

Petry, T., & Little, D. (2002). Review of stabilization of clays and expansive solis in pavements and lightly loaded structures-History, practice, and future. Journal of materials in civil engineering, 14, 447-460.

Pontificia Universidad Católica de Chile. (2015). El Proyecto FONDEF D09I1018 “Investigación y desarrollo de soluciones para la gestión de pavimentos urbanos”. Santiago, Chile: Fondo de Fomento al Desarrollo Científico y Tecnológico.

Poon, C. S., & Chan, D. (2005). Feasible use of recycled concrete aggregates and crushed clay brick as unbound road sub-base. Construction and Building Materials, 578-585.

Porras, H., Sanabria, D., & Mejía, Y. (2013). Sistema automático para la adquisición de imágenes de vías pavimentadas. Gerencia Tecnológica Informática, 12(32), 61-78.

Prosser, I., Rutherford, I., Olley, J., Young, W., Allbrink, P.J., & Moran, C. (2001). Large-scale patterns of erosion and sediment transport in river networks, with examples from Australia. Marine and Freshwater Research 52, 81–99.

Puertas, F., Martínez-Ramiíez, S., Alonso, S., & Vásquez, T. (2000). Alkali-activated fly ash / slag cement Strength behaviour and hydration products. Cement and Concrete Research, 30, 1625–1632.

Pulgarín Dávila, E. G. (2009). En Fórmulas regionales para la estimación de curvas intensidad-frecuencia-duración basadas en las propiedades de escala de la lluvia (Región Andina Colombiana). (págs. 35-36). Medellín, Colombia: Universidad Nacional de Colombia (Sede Medellín).

Puppala, A., Griffin, J., Hoyos, L., & Chomtid, S. (2004). Studies on sulfate-resistant cement stabilization methods to address sulfate-induced soil heave. Journal of geotechnical and geoenvironmental engineering, 130, 391-402.

Quieroz, C. A. (1981). Performance prediction models for pavement management in Brazil. (Tesis doctoral inédita). Austin: University of Texas at Austin.

RAM Engineering Associates LLC. (2011). Mongolia: Road Database Development Using Geographic Information System. Technical Assistance Consultant’s Report, Asian Development Bank-Project Number: 42524-01, Ministry of Roads, Transportation and Urban Development, Bishkek.

Ramos-Scharrón, C., & MacDonald, L. (2005). Measurement and prediction of sediment production from unpaved roads, St John, US Virgin Islands. Earth Surface Processes and Landforms 30, 1283-1304.

Ramos-Scharrón, C., & MacDonald, L. (2007). Development and application of a GIS-based sediment budget model. Journal of Environmental Management 84, 157-172.

Rebitzer, G., Ekvall, T., Frischknecht, R., Hunkeler, D., Norris, G., Rydberg, T. & Pennington, D. W. (2004). Life cycle assessment: Part 1: Framework, goal and scope definition, inventory analysis, and applications. Environment International, 701-720.

Renard, K., Foster, G., Weesies, G., & Porter, J. (1991). RUSLE: revised universal soil loss equation. Journal of Soil and Water Conservation, 30-33.

Renard, K., Foster, G., Yoder, D., & McCool, D. (1994). RUSLE revisited: status, questions, answers, and the future. Journal of Soil and Water Conservation, 213-220.

Riedel, M., & Vose, J. (2003). Colaborative research and watershed management for optimization of forest road best management practices. In: Irwin, C. L., Garrett, P., Mcdermott, K. P. (Eds.), Proceedings of the 2003 International Conference on Ecology and Transportation. North Carolina State University, Raleigh, US: Center for Transportation and the.

Riley, M. J., & Bennett, C. R. (1995 y 1996). Specifications for the HDM-4 Road Deterioration Model – Preliminary, Second and Third Drafts, ISOHDM. UK.

Rocha, A. (2009). Hidráulica de tuberías y canales “Introducción a la hidráulica de canales”. Bogotá: Universidad Nacional de Colombia.

Rodríguez, B., & Calle, F. (2013). Diseño integral del sistema de drenaje vial para obras de arte menor (drenaje longitudinal y trasversal) para la carretera Pachon Mina Zharo de 7.2 km ubicada en el Cantón Suscal en la provincia de Cañar. Universidad de Cuenca, Facultad de Ingeniería Civil, Cuenca-Ecuador.

Rodríguez, M. A. (2004). Estabilización de bases granulares con cenizas volantes y cal. Revista de Ingeniería Universidad de Medellín. 4, 81-94.

Rodríguez, M. A. (2014). Determinación de la confiabilidad implícita en el método de diseño estructural de pavimentos flexibles AASHTO-93 en base a modelos de predicción del deterioro. . Santiago de Chile: Tesis doctoral inédita. Pontificia Universidad Católica de Chile.

Rodríguez, M., & Hidalgo, C. A. (2004). Análisis del comportamiento estático de un suelo tipo granular adicionado con cal. Revista de Ingenierías Universidad de Medellín, 5, 75–94.

Rodríguez, M., Thonoux, G., & González, A. (2013). Evaluación probabilística del agrietamiento de pavimentos asfálticos en carreteras de Chile. Revista de la Construcción Pontificia Universidad Católica de Chile, 12(2), 152-165.

Rogers C. D. F., & Glendinning, S. (2000). Lime requirement for stabilization. Transportation Research Record, 9-18.

Rogers, M. W., & Glendinning, S. (1996). Modification of clay soils using lime. En Lime Stabilization (págs. 99-114). London: Thomas Telford.

Rojas Ugaz, H. (2012). Ejecución del inventario vial georeferenciado de Piura y propuesta de optimización de metodologías existentes. Piura: Universidad de Piura. Maestría en Ingeniería Civil con Mención en Ingeniería Vial.

Romero, B. (2003). El análisis del ciclo de vida y la gestión ambiental. Tendencias tecnológicas, 91-97.

Royse, R. A. (2013). Development of a suitability map for infiltration sustainable drainage systems (SuDS).