Análisis de la viabilidad de los procesos de estabilización con químicos en vías terciarias, a partir de evaluación económica y ambiental, tomando como referencia (caso de estudio) prueba Piloto Antioquia 2015, y su aplicabilidad en las vías terciarias que conectan con la ruta del cacao (Santander)
Este estudio contempla el análisis e identificación de diversas alternativas técnicas para la rehabilitación y mantenimiento de la red terciaria que forma parte o que conecta con el corredor vial de la Concesión Ruta del Cacao: Bucaramanga – Barrancabermeja – Yondó, el cual se llevó a cabo mediante...
- Autores:
-
Obregón Vásquez, María Fernanda
Rúa Beltrán, Carlos Humberto
- Tipo de recurso:
- Masters Thesis
- Fecha de publicación:
- 2019
- Institución:
- Universidad Santo Tomás
- Repositorio:
- Universidad Santo Tomás
- Idioma:
- spa
- OAI Identifier:
- oai:repository.usta.edu.co:11634/16653
- Acceso en línea:
- http://hdl.handle.net/11634/16653
- Palabra clave:
- Innovative technologies
Rehabilitation
Maintenance
Tertiary pathways
Rehabilitación
Vial
Mantenimiento
Tecnologías innovadoras
Rehabilitación
Mantenimiento
Vías terciarias
- Rights
- openAccess
- License
- Atribución-NoComercial-SinDerivadas 2.5 Colombia
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SantoToma2 |
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| dc.title.spa.fl_str_mv |
Análisis de la viabilidad de los procesos de estabilización con químicos en vías terciarias, a partir de evaluación económica y ambiental, tomando como referencia (caso de estudio) prueba Piloto Antioquia 2015, y su aplicabilidad en las vías terciarias que conectan con la ruta del cacao (Santander) |
| title |
Análisis de la viabilidad de los procesos de estabilización con químicos en vías terciarias, a partir de evaluación económica y ambiental, tomando como referencia (caso de estudio) prueba Piloto Antioquia 2015, y su aplicabilidad en las vías terciarias que conectan con la ruta del cacao (Santander) |
| spellingShingle |
Análisis de la viabilidad de los procesos de estabilización con químicos en vías terciarias, a partir de evaluación económica y ambiental, tomando como referencia (caso de estudio) prueba Piloto Antioquia 2015, y su aplicabilidad en las vías terciarias que conectan con la ruta del cacao (Santander) Innovative technologies Rehabilitation Maintenance Tertiary pathways Rehabilitación Vial Mantenimiento Tecnologías innovadoras Rehabilitación Mantenimiento Vías terciarias |
| title_short |
Análisis de la viabilidad de los procesos de estabilización con químicos en vías terciarias, a partir de evaluación económica y ambiental, tomando como referencia (caso de estudio) prueba Piloto Antioquia 2015, y su aplicabilidad en las vías terciarias que conectan con la ruta del cacao (Santander) |
| title_full |
Análisis de la viabilidad de los procesos de estabilización con químicos en vías terciarias, a partir de evaluación económica y ambiental, tomando como referencia (caso de estudio) prueba Piloto Antioquia 2015, y su aplicabilidad en las vías terciarias que conectan con la ruta del cacao (Santander) |
| title_fullStr |
Análisis de la viabilidad de los procesos de estabilización con químicos en vías terciarias, a partir de evaluación económica y ambiental, tomando como referencia (caso de estudio) prueba Piloto Antioquia 2015, y su aplicabilidad en las vías terciarias que conectan con la ruta del cacao (Santander) |
| title_full_unstemmed |
Análisis de la viabilidad de los procesos de estabilización con químicos en vías terciarias, a partir de evaluación económica y ambiental, tomando como referencia (caso de estudio) prueba Piloto Antioquia 2015, y su aplicabilidad en las vías terciarias que conectan con la ruta del cacao (Santander) |
| title_sort |
Análisis de la viabilidad de los procesos de estabilización con químicos en vías terciarias, a partir de evaluación económica y ambiental, tomando como referencia (caso de estudio) prueba Piloto Antioquia 2015, y su aplicabilidad en las vías terciarias que conectan con la ruta del cacao (Santander) |
| dc.creator.fl_str_mv |
Obregón Vásquez, María Fernanda Rúa Beltrán, Carlos Humberto |
| dc.contributor.advisor.spa.fl_str_mv |
Peña Castro, Germán Augusto |
| dc.contributor.author.spa.fl_str_mv |
Obregón Vásquez, María Fernanda Rúa Beltrán, Carlos Humberto |
| dc.subject.keyword.spa.fl_str_mv |
Innovative technologies Rehabilitation Maintenance Tertiary pathways |
| topic |
Innovative technologies Rehabilitation Maintenance Tertiary pathways Rehabilitación Vial Mantenimiento Tecnologías innovadoras Rehabilitación Mantenimiento Vías terciarias |
| dc.subject.lemb.spa.fl_str_mv |
Rehabilitación Vial Mantenimiento |
| dc.subject.proposal.spa.fl_str_mv |
Tecnologías innovadoras Rehabilitación Mantenimiento Vías terciarias |
| description |
Este estudio contempla el análisis e identificación de diversas alternativas técnicas para la rehabilitación y mantenimiento de la red terciaria que forma parte o que conecta con el corredor vial de la Concesión Ruta del Cacao: Bucaramanga – Barrancabermeja – Yondó, el cual se llevó a cabo mediante la implementación de una metodología contemplada dentro un marco cualitativo y cuantitativo de recolección y análisis de información, identificando las vías terciarias que se consideran de mayor relevancia y que convergen en el corredor vial Ruta del Cacao, a las cuales se les realizó la actualización de todo la información pertinente en cuanto a su estado actual y condiciones físicas, para poder así realizar el análisis comparativo e identificar cuál de las técnicas estudiadas es la más apropiada para ser utilizada en las vías que fueron tomadas como objeto del estudio. Para el caso práctico de este proyecto se encontró que, al realizar la extrapolación de los datos obtenidos, y haciendo un análisis comparativo de tipo cualitativo y cuantitativo entre las diferentes tecnologías alternativas innovadoras, y sabiendo que el tipo de suelo que predomina en las vías seleccionadas es de clasificación limo arenosos de baja plasticidad, lo que nos llevó a concluir que los métodos que mejor se ajustan a esta condición de suelo son las técnicas donde se utilizan estabilizadores químicos, como lo es Con-AID, Roadbooster, Terrasil, Geostab, y Terrazyme, ya que mejoran la capacidad de respuesta de los suelos ante agentes meteorológicos agrestes como los que se presentan en Colombia, y a su vez el costo de implementación es bajo en comparación con los métodos tradicionales, permitiendo mayor cantidad de kilómetros intervenidos bajo un mismo presupuesto. |
| publishDate |
2019 |
| dc.date.accessioned.spa.fl_str_mv |
2019-05-13T22:54:52Z |
| dc.date.available.spa.fl_str_mv |
2019-05-13T22:54:52Z |
| dc.date.issued.spa.fl_str_mv |
2019-05-13 |
| dc.type.local.spa.fl_str_mv |
Tesis de maestría |
| dc.type.version.none.fl_str_mv |
info:eu-repo/semantics/acceptedVersion |
| dc.type.category.spa.fl_str_mv |
Formación de Recurso Humano para la Ctel: Trabajo de grado de Maestría |
| dc.type.coar.none.fl_str_mv |
http://purl.org/coar/resource_type/c_bdcc |
| dc.type.drive.none.fl_str_mv |
info:eu-repo/semantics/masterThesis |
| format |
http://purl.org/coar/resource_type/c_bdcc |
| status_str |
acceptedVersion |
| dc.identifier.citation.spa.fl_str_mv |
Obregón Vásquez, M. F., & Rúa Beltrán, C. H. (2019). Análisis de la viabilidad de los procesos de estabilización con químicos en vías terciarias, a partir de evaluación económica y ambiental, tomando como referencia (caso de estudio) prueba piloto Antioquia 2015, y su aplicabilidad en las vías terciarias que conectan con la ruta del cacao (Santander) [Tesis de Maestría, Universidad Santo Tomás]. Repositorio Institucional - Universidad Santo Tomás |
| dc.identifier.uri.none.fl_str_mv |
http://hdl.handle.net/11634/16653 |
| dc.identifier.reponame.spa.fl_str_mv |
reponame:Repositorio Institucional Universidad Santo Tomás |
| dc.identifier.instname.spa.fl_str_mv |
instname:Universidad Santo Tomás |
| dc.identifier.repourl.spa.fl_str_mv |
repourl:https://repository.usta.edu.co |
| identifier_str_mv |
Obregón Vásquez, M. F., & Rúa Beltrán, C. H. (2019). Análisis de la viabilidad de los procesos de estabilización con químicos en vías terciarias, a partir de evaluación económica y ambiental, tomando como referencia (caso de estudio) prueba piloto Antioquia 2015, y su aplicabilidad en las vías terciarias que conectan con la ruta del cacao (Santander) [Tesis de Maestría, Universidad Santo Tomás]. Repositorio Institucional - Universidad Santo Tomás reponame:Repositorio Institucional Universidad Santo Tomás instname:Universidad Santo Tomás repourl:https://repository.usta.edu.co |
| url |
http://hdl.handle.net/11634/16653 |
| dc.language.iso.spa.fl_str_mv |
spa |
| language |
spa |
| dc.relation.references.spa.fl_str_mv |
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Vol. 3, No. 2, 2017, pp. 19-24. doi: 10.11648/j.ijtet.20170302.12 ATS Azhar, MAM Azim, NN Syakeera, IF Jefferson & CDF Rogers. (2017). Application of Electrokinetic Stabilisation (EKS) Method for Soft Soil: A Review IOP Conf. Series: Materials Science and Engineering 226 (2017) 012075 doi:10.1088/1757-899X/226/1/012075 Sandra Campagnoli INNOVACIÓN EN MÉTODOS DE PAVIMENTACIÓN: CASOS REGIONALES Revista de Ingeniería, nº 45, 2017, pp. 22-31 Charles Jahren Stabilized Aggregate Applications Department of Civil, Construction, and Environmental Engineering Institute for Transportation, Construction Management and Technology Iowa State University Ankit Pannu. (2016) Effect of Soil Stabilization in Construction of Roads and strength improvement International Journal of All Research Education and Scientific Methods (IJARESM) ISSN: 2455-6211, Volume 4, Issue 8, August- 2016 A T S Azhar, N S Nordin, M A M Azmi, Z Embong & N Sunar, Z A M Hazreek & M Aziman (2018) The Physical Behavior of Stabilised Soft Clay by Electrokinetic Stabilisation Technology IOP Conf. Series: Journal of Physics: Conf. Series 995 (2018) 012111 doi :10.1088/1742-6596/995/1/012111 A T S Azhar, I Jefferson, A Madun, M H Z Abidin & C D F Rogers. (2018). Electrokinetic Stabilisation Method of Soft Clay in Pure System using Electrokinetic Geosynthetic Electrode Journal of Physics: Conference Series IOP Conf. Series: Journal of Physics: Conf. Series 995 (2018) 012109 doi :10.1088/1742-6596/995/1/012109 Nazma khatun. (2018) coefficient of permeability of treated soils department of civil engineering bangladesh university of engineering and technology (buet) A S A Rahman, I B M Jais, N Sidek, J Ahmad and M I F Rosli. (2017) Bamboo leaf ash as the stabilizer for soft soil treatment IOP Conf. Series: Earth and Environmental Science 140 (2018) 012068 doi :10.1088/1755-1315/140/1/012068 Magdi M. E. Zumrawi & Khalid A. Eltayeb (2016) Laboratory Investigation of Expansive Soil Stabilized with Calcium Chloride Journal of Environmental, Chemical, Ecological, Geological and Geophysical International Engineering Vol:10, No:2, 2016 scholar.waset.org/1999.6/10003855 Engr. Ussama Waseem (2016) Problematic Soil and Ground Improvement Techniques fast nuces department of civil engineering N. Gangadhara Reddy, Janardhan Tahasildar & Hanumantha Rao (2015) Evaluating the Influence of Additives on Swelling Characteristics of Expansive Soils Int. J. of Geosynth. and Ground Eng. (2015) 1:7 DOI 10.1007/s40891-015-0010-x Silvia Monica Villanueva Flores (2017) estabilización de carreteras de bajo volumen de tránsito en la sierra, sobre los 2000 m.s.n.m, utilizando poliacrilamida aniónica, organosilano y un sulfonatado. universidad ricardo palma escuela de posgrado maestría en infraestructura vial mención en carreteras, puentes y túnele |
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Peña Castro, Germán AugustoObregón Vásquez, María FernandaRúa Beltrán, Carlos Humberto2019-05-13T22:54:52Z2019-05-13T22:54:52Z2019-05-13Obregón Vásquez, M. F., & Rúa Beltrán, C. H. (2019). Análisis de la viabilidad de los procesos de estabilización con químicos en vías terciarias, a partir de evaluación económica y ambiental, tomando como referencia (caso de estudio) prueba piloto Antioquia 2015, y su aplicabilidad en las vías terciarias que conectan con la ruta del cacao (Santander) [Tesis de Maestría, Universidad Santo Tomás]. Repositorio Institucional - Universidad Santo Tomáshttp://hdl.handle.net/11634/16653reponame:Repositorio Institucional Universidad Santo Tomásinstname:Universidad Santo Tomásrepourl:https://repository.usta.edu.coEste estudio contempla el análisis e identificación de diversas alternativas técnicas para la rehabilitación y mantenimiento de la red terciaria que forma parte o que conecta con el corredor vial de la Concesión Ruta del Cacao: Bucaramanga – Barrancabermeja – Yondó, el cual se llevó a cabo mediante la implementación de una metodología contemplada dentro un marco cualitativo y cuantitativo de recolección y análisis de información, identificando las vías terciarias que se consideran de mayor relevancia y que convergen en el corredor vial Ruta del Cacao, a las cuales se les realizó la actualización de todo la información pertinente en cuanto a su estado actual y condiciones físicas, para poder así realizar el análisis comparativo e identificar cuál de las técnicas estudiadas es la más apropiada para ser utilizada en las vías que fueron tomadas como objeto del estudio. Para el caso práctico de este proyecto se encontró que, al realizar la extrapolación de los datos obtenidos, y haciendo un análisis comparativo de tipo cualitativo y cuantitativo entre las diferentes tecnologías alternativas innovadoras, y sabiendo que el tipo de suelo que predomina en las vías seleccionadas es de clasificación limo arenosos de baja plasticidad, lo que nos llevó a concluir que los métodos que mejor se ajustan a esta condición de suelo son las técnicas donde se utilizan estabilizadores químicos, como lo es Con-AID, Roadbooster, Terrasil, Geostab, y Terrazyme, ya que mejoran la capacidad de respuesta de los suelos ante agentes meteorológicos agrestes como los que se presentan en Colombia, y a su vez el costo de implementación es bajo en comparación con los métodos tradicionales, permitiendo mayor cantidad de kilómetros intervenidos bajo un mismo presupuesto.This study contemplates the analysis and identification of various technical alternatives for the rehabilitation and maintenance of the tertiary network that is part or that connects to the road corridor of the Concession Cacao Route: Bucaramanga – Barrancabermeja – Yondó, El Which was carried out through the implementation of a methodology contemplated within a qualitative and quantitative framework of collection and analysis of information, identifying the tertiary pathways that are considered most relevant and that converge in the corridor Cocoa Road Route, to which they were made the updating of all the pertinent information in terms of their current state and physical conditions, in order to be able to carry out the analysis and to identify which of the techniques studied is the most appropriate to be Used in the pathways that were taken as the object of the study. For the practical case of this project it was found that, when extrapolating the obtained data, and making a qualitative and quantitative analysis of the different alternative technologies, and knowing that the type of soil That predominates in the selected tracks is of classification sandy silt of low plasticity, which led us to conclude that the methods that best conform to this soil condition are the techniques where chemical stabilizers are used, as it is With-AID, Roadbooster, Terrasil, Geostab, and Terrazyme, as they improve the response capacity of soils to wild meteorological agents such as those presented in Colombia, and in turn the cost of implementation is low compared to traditional methods, Allowing more miles to intervene under the same budget.Magíster en Infraestructura Vialhttp://unidadinvestigacion.usta.edu.coMaestríaapplication/pdfspaUniversidad Santo TomásMaestría Infraestructura VialFacultad de Ingeniería CivilAtribución-NoComercial-SinDerivadas 2.5 Colombiahttp://creativecommons.org/licenses/by-nc-nd/2.5/co/Abierto (Texto Completo)info:eu-repo/semantics/openAccesshttp://purl.org/coar/access_right/c_abf2Análisis de la viabilidad de los procesos de estabilización con químicos en vías terciarias, a partir de evaluación económica y ambiental, tomando como referencia (caso de estudio) prueba Piloto Antioquia 2015, y su aplicabilidad en las vías terciarias que conectan con la ruta del cacao (Santander)Innovative technologiesRehabilitationMaintenanceTertiary pathwaysRehabilitaciónVialMantenimientoTecnologías innovadorasRehabilitaciónMantenimientoVías terciariasTesis de maestríainfo:eu-repo/semantics/acceptedVersionFormación de Recurso Humano para la Ctel: Trabajo de grado de Maestríahttp://purl.org/coar/resource_type/c_bdccinfo:eu-repo/semantics/masterThesisCRAI-USTA BogotáJiantong Zhang, Lihua Xu, Lusheng Lin & Sumei Liu (2016). The application of warm mix asphalt technology in China: a review School of Civil, Wuhan University The authors – Published by Atlantis Press 228-231 paginasDr. Horacio Delgado Alamilla, el M.I. Fidel García Hernández & el M.I. Domingo Eduardo Campos. (2018). DISEÑO DE BASES ESTABILIZADAS CON ASFALTO ESPUMADO. SECRETARÍA DE COMUNICACIONES Y TRANSPORTES INSTITUTO MEXICANO DEL TRANSPORTE. Publicación Técnica No. 519.John J & Emery, Ph.D., P.Eng. (2015). Evaluation and Mitigation of Asphalt Pavement Top-Down Cracking McMaster University, Hamilton, Ontario, Canada https://www.researchgate.net/publication/228557602Narro Vásquez & E. A. Morales Gazco, (2018). Contribución del asfalto espumado en el aporte estructural de pavimentos en altura como solución para el proyecto de conservación vial Tacna – Puno, tramo Capazo – Mazocruz. Universidad Peruana de Ciencias Aplicadas (UPC), Lima, Perú,Billy Shane, McDade & Lakeway TX (US). (2016). COMPOSITIONS AND METHODS FOR HOT AND WARM MXASPHALT CONCRETE ADDITIVES Pub. No: US 2016/0002465 A1 United StatesJohnny P. M. Feitosa, Ana E. V. de Alencar, José R. R. de Souza, Jorge B. Soares, Sandra A. Soares, Nágila M. P. S. & Ricardo (2015). EVALUATION OF CARNAUBA WAXES IN WARM MIX ASPHALT TECHNOLOGY. International Journal of Civil & Environmental Engineering IJCEE-IJENS Vol: 15 No: 03 1-9 PAGINASKiplagat Chelelgo, Zachary C. Abiero Gariy & Stanley (2018) Muse Shitote Laboratory Mix Design of Cold Bitumen Emulsion Mixtures Incorporating Reclaimed Asphalt and Virgin Aggregates Buildings 2018, 8, 177; doi:10.3390/buildings8120177Gergó Péter, Holló András & Geiger András rheological investigation of rubber bitumen containing various waxes as warm mix additive. article in studia universitatis babes-bolyai chemia june 2017 DOI:10.24193/subbchem.2017.2.19 https://www.researchgate.net/p ublication/318357667Kenneth A. Tutu, Yaw A. Tuffour (2016). Warm-Mix Asphalt and Pavement Sustainability: A Review Copyright © 2016 by authors and Scientific Research Publishing Inc Open Journal of Civil Engineering 85-93 PAGINAS http://dx.doi.org/10.4236/ojce.2016.62008Dar-Hao Chen, Ph.D., P.E., (2016) Special Issue on Sustainable Civil Infrastructures: Innovative Technologies and Materials J. Perform. Constr. Facil. 30(1): C2015001 DOI: 10.1061/(ASCE)CF.1943-5509.0000838Farzad Habibbeygi & Hamid Nikraz (2018). COMPRESSION BEHAVIOR OF HIGHLY EXPANSIVE CLAYS STABILIZED WITH A GREEN STABILISER OF MAGNESIUM CHLORIDE International Journal of Geomate, Vol.14, Issue 45, pp.144-150 Geotec., Const. Mat. & Env DOI: https://doi.org/10.21660/2018.45.10697Bryce F & Payne, Jr., PhD (2018). Oil and Gas Well Brines for Dust Control on Unpaved Roads – Part 1: Ineffectiveness European Scientific Journal September edition Vol.14, No.27 ISSN: 1857 – 7881 (Print) e - ISSN 1857- 7431 Doi: 10.19044/esj.2018.v14n27p39Nurmunira Muhammad & Sumi Siddiqua (2017). investigation of the strength development using magnesium alkalinization for subgrade the university of british columbia, okanagan, Canada https://www.researchgate.net/publication/320677377Wan Hasmida Binti Wan Hassan (2015). peat soil stabilization using magnesium chloride faculty of civil engineering universiti teknologi MalaysiaRajesh prasad shukla, niraj singh parihar & ashok kumar gupta. (2018). stabilization of expansive soil using potassium chloride the civil engineering journal 1 article no. 3 doi 10.14311/cej.2018.01.0003Min Lia, b,n, ShouxiChaic, HongpuDud, ChenWanga (2016). Effect of chlorine salt on the physical and mec hanical properties of inshore saline soil treated with lime. Soils andFoundations2016;56(3):327–335TaiwoO.Durotoye, JosephO.Akinmusuru & KunleE.Ogundipe (2016). Experimental datasets on engineering properties of expansive soil treated with common. inBrief18(2018)1277– 1281GVLN Murthy, K.B.V. Siva Kavya, A. & Venkata Krishna, B Ganesh (2016). chemical stabilization of sub-grade soil with gypsum and nacl. international journal of advances in engineering & technology, issn: 22311963 vol. 9, issue 5, pp. 569-581Durotoye, T.O, Akinmusuru, J.O, Ogbiye, A.S, & Bamigboye, G.O (2016). Effect of Common Salt on the Engineering Properties of Expansive Soil Civil Engineering Department, Covenant Unive rsity, Ota, Ogun State, Nigeria. International Journal of Engineering and Technology Volume 6 No.7,Mohd Yunus, Wanatowski, Marto & Jusoh (2017). Strength improvement of lime-treated clay with sodium chloride ice institution of civil engineers Geotechnical Research Volume 4 Issue GR4 https://doi.org/10.1680/jgere.17.00001Brian P. Baker & Jennifer A. Grant (2018). Sodium Chloride Profile Active Ingredient Eligible for Minimum Risk Pesticide Use New York State Integrated Pest Management. Cornell University, Geneva NY http://hdl.handle.net/1813/56140George Rowland Otoko. (2015) Stabilization of a Deltaic Marine Clay (Chikoko) with Chloride Compounds. International Research Journal of Engineering and Technology (IRJET) Volume: 02 Issue: 03 https://www.researchgate.net/publication/280921014Díaz García & Juan Carlos (2016). Estudio de estabilización de suelos con el sistema consolid para mejorar el camino vecinal Yántalo – C.P.M. Buenos Aires, Moyobamba – San Martín, Facultad De Ingeniería Civil Universidad Cesar Vallejo – Tarapoto Perú.Hasan Savaş (2016). Consolidation and swell characteristics of dispersive soils stabilized with lime and natural zeolite de Gruyter Sci Eng Compos Mater; 23(6): 589–598 DOI 10.1515/secm-2014-0202Evren Seyrek. (2016). 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Improvements of marine clay slurries using chemicalephysical combined method (CPCM) Journal of Rock Mechanics and Geotechnical Engineering 7 (2015) 220e225 https://doi.org/10.1016/j.jrmge.2015.02.001Valentina Yadykina, Sergey Tobolenko, Anna Trautvain & Anna Zhukova (2015). The Influence of Stabilizing Additives on Physical and Mechanical Properties of Stone Mastic Asphalt Concrete. International Scientific Conference Urban Civil Engineering and Municipal Facilities, SPbUCEMF Procedia Engineering 117 (2015) 376 – 381António Alberto S. Correia & Maria Graça Rasteiro (2016). Nanotechnology Applied to Chemical Soil Stabilization Advances in Transportation Geotechnics 3. The 3rd International Conference on Transportation Geotechnics (ICTG 2016) Volume 143, 2016, Pages 1252–1259 doi: 10.1016/j.proeng.2016.06.113Hayder Hasan, Liet Dang, Hadi Khabbaz, Behzad Fatahi, & Sergei Terzaghi. (2016). Remediation of Expansive Soils Using Agricultural Waste Bagasse Ash Advances in Transportation Geotechnics 3. The 3rd International Conference on Transportation Geotechnic. (ICTG 2016) Volume 143, 2016, Pages 1368–1375 doi: 10.1016/j.proeng.2016.06.161K.C. Onyelowe. (2018). Kaolin soil and its stabilization potentials as nanostructured cementitious admixture for geotechnics purposes. ScienceDirect International Journal of Pavement Research and Technology xxx (2018) xxx–xxx https://doi.org/10.1016/j.ijprt.2018.03.001İsmail Zorluer & Süleyman Gücek (2017). Usage of Fly Ash and Waste Slime Boron for Soil Stabilization periodicals of engineering and natural sciences Vol. 5 No. 1 (2017) DOI: 10.21533/pen.v5i1.74Salwa Serageddin Shahin, Prof. Dr. Laila Abd El-Meguid Fayed & Dr. Eng. Hebaturahman Ahmad (2015) Review of Nano additives in stabilization of Soil https://www.researchgate.net/publication/301769960Antonia Athanasopoulou & George Kollaros. (2016). Improvement of Soil Engineering Characteristics Using Lime and Fly Ash Democritus University of Thrace/Greece European Scientific Journal May 2016 /SPECIAL/ edition ISSN: 1857 – 7881 (Print) e - ISSN 1857- 7431Wajid Ali Butt, Karan Gupta & J. N. Jha. (2016). Strength behavior of clayey soil stabilized with saw dust ash TECHNICAL NOTE Butt et al. Geo-Engineering (2016) 7:18 DOI 10.1186/s40703-016-0032-9Onyelowe, K. C, Ubachukwu, O.A, Onuoha, I.C, Ikpa, C & Umoren, P. (2016). Comparison between the Strength Characteristics of Pozzolan Stabilized Lateritic Soil of Coconut Shell Husk Ash and Palm Kernel Shell Husk Ash Admixtures American Research Journal of Civil and Structural Engineering Original Article Volume 1, Issue 1, 2016 https://www.researchgate.net/publication/297738882Seracettin Arasan, Fatih I¸sık, R. Ka˘gan Akbulut, A. ¸Sahin Zaimo˘glu & Omid Nasirpur (2015). Rapid Stabilization of Sands with Deep Mixing Method Using Polyester RPeriodica Polytechnica Civil Engineering 59(3), pp. 405–411, 2015 DOI: 10.3311/PPci.7956T. Subramani, D.Udayakumar. (2016). Experimental Study on Stabilization of Clay Soil Using Coir Fibre. International Journal of Application or Innovation in Engineering & Management (IJAIEM) Volume 5, Issue 5, May 2016 Web Site: www.ijaiem.orgLajos Kisgyörgy, Csaba Tóth & András Geiger. (2015). Elastic modulus of asphalt with chemically stabilized rubber bitumen grapevine 68 7, 533-541 DOI: 10.14256/JCE.1451.2015Hazamaah Nur Hamzah, Mohd Mustafa, Bakri Abdullah, Heah Cheng Yong, Mohd Remy Rozainy Arif Zainol & Kamarudin Hussin. (2015). Review of Soil Stabilization Techniques: Geopolymerization Method One of the New Technique Engineering Materials Vol. 660 (2015) pp 298-304 doi:10.4028/www.scientific.net/KEM.660.298Rintu Renjith, Dilan Robert, Andrew Fuller, Sujeeva Setunge, Brian O’Donnell, & Robert Nucifora (2017). 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ScienceDirect doi: 10.1016/j.proeng.2015.01.313Food Changes, Adelstein Haddad (2015). Strength properties of soft clay treated with mixture of nano-SiO2 and recycled polyester fiber. Journal of Rock Mechanics and Geotechnical Engineering http://dx.doi.org/10.1016/j.jrmge.2015.03.013Hossein Soltani-Jigheha, Mohammad Bagheria & Ali Reza Amani-Ghadimb (2016) Use of hydrophilic polymeric stabilizer to improve strength and durability of fine-grained soils. Cold Regions Science and Technology https://doi.org/10.1016/j.coldregions.2018.10.011Mohamed Ayeldeen, Abdelazim Negm, Mostafa El-Sawwaf & Masaki Kitazume (2017) Enhancing mechanical behaviors of collapsible soil using two Biopolymers. Journal of Rock Mechanics and Geotechnical Engineering http://dx.doi.org/10.1016/j.jrmge.2016.11.007Sepehr Rezaeimalek, Abdolreza Nasouri, Jie Huang, Sazzad Bin-Shafique & Simon T. Gilazghi (2016) Comparison of short-term and long-term performances for polymer-stabilized sand and clay ScienceDirect 4 ( 2 ) : 1 4 5 e1 5 5 http://dx.doi.org/10.1016/j.jtte.2017.01.003M. Mirzababaeia, A. & Arulrajahb, M. Oustonc (2017) Polymers for stabilization of soft clay soils. Transportation Geotechnics and Geoecology, TGG 2017, 17-19 May 2017, Saint Petersburg, Russia ScienceDirectKennedy Onyelowe, Duc Bui Van, Clifford Igboayaka, Francis Orji & Henry Ugwuanyi (2019). Rheology of mechanical properties of soft soil and stabilization protocols in the developing countries-Nigeria. Materials Science for Energy Technologies https://doi.org/10.1016/j.mset.2018.10.001Habiba Afrin. (2017). A Review on Different Types Soil Stabilization Techniques Habiba Afrin. A Review on Different Types Soil Stabilization Techniques. International Journal of Transportation Engineering and Technology. Vol. 3, No. 2, 2017, pp. 19-24. doi: 10.11648/j.ijtet.20170302.12ATS Azhar, MAM Azim, NN Syakeera, IF Jefferson & CDF Rogers. (2017). Application of Electrokinetic Stabilisation (EKS) Method for Soft Soil: A Review IOP Conf. Series: Materials Science and Engineering 226 (2017) 012075 doi:10.1088/1757-899X/226/1/012075Sandra Campagnoli INNOVACIÓN EN MÉTODOS DE PAVIMENTACIÓN: CASOS REGIONALES Revista de Ingeniería, nº 45, 2017, pp. 22-31Charles Jahren Stabilized Aggregate Applications Department of Civil, Construction, and Environmental Engineering Institute for Transportation, Construction Management and Technology Iowa State UniversityAnkit Pannu. (2016) Effect of Soil Stabilization in Construction of Roads and strength improvement International Journal of All Research Education and Scientific Methods (IJARESM) ISSN: 2455-6211, Volume 4, Issue 8, August- 2016A T S Azhar, N S Nordin, M A M Azmi, Z Embong & N Sunar, Z A M Hazreek & M Aziman (2018) The Physical Behavior of Stabilised Soft Clay by Electrokinetic Stabilisation Technology IOP Conf. Series: Journal of Physics: Conf. Series 995 (2018) 012111 doi :10.1088/1742-6596/995/1/012111A T S Azhar, I Jefferson, A Madun, M H Z Abidin & C D F Rogers. (2018). Electrokinetic Stabilisation Method of Soft Clay in Pure System using Electrokinetic Geosynthetic Electrode Journal of Physics: Conference Series IOP Conf. Series: Journal of Physics: Conf. Series 995 (2018) 012109 doi :10.1088/1742-6596/995/1/012109Nazma khatun. (2018) coefficient of permeability of treated soils department of civil engineering bangladesh university of engineering and technology (buet)A S A Rahman, I B M Jais, N Sidek, J Ahmad and M I F Rosli. (2017) Bamboo leaf ash as the stabilizer for soft soil treatment IOP Conf. Series: Earth and Environmental Science 140 (2018) 012068 doi :10.1088/1755-1315/140/1/012068Magdi M. E. Zumrawi & Khalid A. Eltayeb (2016) Laboratory Investigation of Expansive Soil Stabilized with Calcium Chloride Journal of Environmental, Chemical, Ecological, Geological and Geophysical International Engineering Vol:10, No:2, 2016 scholar.waset.org/1999.6/10003855Engr. Ussama Waseem (2016) Problematic Soil and Ground Improvement Techniques fast nuces department of civil engineeringN. Gangadhara Reddy, Janardhan Tahasildar & Hanumantha Rao (2015) Evaluating the Influence of Additives on Swelling Characteristics of Expansive Soils Int. J. of Geosynth. and Ground Eng. (2015) 1:7 DOI 10.1007/s40891-015-0010-xSilvia Monica Villanueva Flores (2017) estabilización de carreteras de bajo volumen de tránsito en la sierra, sobre los 2000 m.s.n.m, utilizando poliacrilamida aniónica, organosilano y un sulfonatado. universidad ricardo palma escuela de posgrado maestría en infraestructura vial mención en carreteras, puentes y túneleLICENSElicense.txtlicense.txttext/plain; charset=utf-8807https://repository.usta.edu.co/bitstream/11634/16653/4/license.txtf6b8c5608fa6b2f649b2d63e10c5fa73MD54open accessORIGINAL2019mariaobregon.pdf2019mariaobregon.pdfapplication/pdf6834211https://repository.usta.edu.co/bitstream/11634/16653/1/2019mariaobregon.pdf93c8a8e336e87fb581843352a582e670MD51metadata only accesscartadeaprobacion.pdfcartadeaprobacion.pdfapplication/pdf29874https://repository.usta.edu.co/bitstream/11634/16653/2/cartadeaprobacion.pdf98c30acc85cf2271acf30f6075e810abMD52metadata only accesscartaderechosdeautor.pdfcartaderechosdeautor.pdfapplication/pdf215960https://repository.usta.edu.co/bitstream/11634/16653/3/cartaderechosdeautor.pdfaa5c040192dd05e8a5c0db3675a5b87fMD53metadata only accessTHUMBNAIL2019mariaobregon.pdf.jpg2019mariaobregon.pdf.jpgIM Thumbnailimage/jpeg6365https://repository.usta.edu.co/bitstream/11634/16653/5/2019mariaobregon.pdf.jpga1d4d196e840df469e7f9444766eaf0eMD55open accesscartadeaprobacion.pdf.jpgcartadeaprobacion.pdf.jpgIM Thumbnailimage/jpeg6685https://repository.usta.edu.co/bitstream/11634/16653/6/cartadeaprobacion.pdf.jpgcc71a2dddb383454f6aa687d660894c3MD56metadata only accesscartaderechosdeautor.pdf.jpgcartaderechosdeautor.pdf.jpgIM Thumbnailimage/jpeg6996https://repository.usta.edu.co/bitstream/11634/16653/7/cartaderechosdeautor.pdf.jpg9ca8daf6f18ca8763acfecfddbe1d1d3MD57metadata only access11634/16653oai:repository.usta.edu.co:11634/166532022-10-10 15:26:17.3metadata only accessRepositorio Universidad Santo Tomásrepositorio@usantotomas.edu.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 |