المؤلفون: Otilia Pantoja-Quiscualtud, Lucio Cruz-Velasco, Valentina Muñoz-Mendez

المصدر: Revista UIS Ingenierías, Vol 23, Iss 4 (2024)

مصطلحات موضوعية: Estabilización química, Estabilización de suelos, Limo de alta plasticidad, Mejoramiento de suelos, Protección de taludes, Subrasante, Technology, Engineering (General). Civil engineering (General), TA1-2040

وصف الملف: electronic resource

Relation: https://revistas.uis.edu.co/index.php/revistauisingenierias/article/view/15377; https://doaj.org/toc/1657-4583; https://doaj.org/toc/2145-8456

URL الوصول: https://doaj.org/article/f1045b4d05ab45efadc835b59f1fd894

المؤلفون: Vivar Vivar, Berta, Villarroel Ortega, Jorge, Lourenço de Sousa, Laura

المصدر: Journal of Construction and Civil Engineering; Vol. 12 No. 1 (2024); 1-6 ; Revista Ingeniería De Obras Civiles; Vol. 12 Núm. 1 (2024); 1-6 ; 0719-0514

مصطلحات موضوعية: Mejoramiento de suelos blandos, Ensayos no destructivos

وصف الملف: application/pdf

Relation: https://revistas.ufro.cl/ojs/index.php/rioc/article/view/3344/2376; https://revistas.ufro.cl/ojs/index.php/rioc/article/view/3344

الاتاحة: https://revistas.ufro.cl/ojs/index.php/rioc/article/view/3344

المؤلفون: Edwin Garcia Aristizabal, Sebastián Sepúlveda Cano, Carlos Alberto Vega Posada

المصدر: Tecnura, Vol 25, Iss 68, Pp 140-164 (2021)

مصطلحات موضوعية: desaturación de suelo, licuefacción, mejoramiento de suelos, Technology, Engineering (General). Civil engineering (General), TA1-2040

وصف الملف: electronic resource

Relation: https://revistas.udistrital.edu.co/index.php/Tecnura/article/view/16282; https://doaj.org/toc/0123-921X; https://doaj.org/toc/2248-7638

URL الوصول: https://doaj.org/article/6be8eb70066946e2843b0e0d9f9d3acb

المؤلفون: Quispe Vilca, Dante

المصدر: Ambiente, Comportamiento y Sociedad; Vol. 4 Núm. 2 (2021): Julio - Diciembre Medio Ambiente y Sostenibilidad; 75-86 ; 2709-829X

مصطلحات موضوعية: Soil stabilization, expansive soils, clay, ash chemical stabilization, soil improvement, Estabilización de suelos, suelos expansivos, suelos arcillosos, estabilización química con cenizas, mejoramiento de suelos

وصف الملف: application/pdf

Relation: https://revistas.unsaac.edu.pe/index.php/ACS/article/view/808/1114; https://revistas.unsaac.edu.pe/index.php/ACS/article/view/808/1115; https://revistas.unsaac.edu.pe/index.php/ACS/article/view/808

الاتاحة: https://revistas.unsaac.edu.pe/index.php/ACS/article/view/808
https://doi.org/10.51343/racs.v4i2.808

المؤلفون: Mojica-Prieto, Víctor Mauricio, Palomares-Montealegre, Juan Paulo

المساهمون: Castilla-Barbosa, Miguel Mauricio, dir.

مصطلحات موضوعية: PAVIMENTO FLEXIBLE, BASE, GEOMALLA, GEOSINTETICOS, GEOSINTETICOS TEJIDOS, GEOSINTETICOS NO TEJIDOS, MEJORAMIENTO DE SUELOS, SUBBASE, SUBRASANTE

وصف الملف: 37 páginas; application/pdf

Relation: Manual de diseño de pavimentos asfalticos para vias con bajos volumenes de transito, 103 (2007).; Especificaciones Generales de Construccion de Carreteras y Normas de Ensayos para Materiales de Carreteras, (2013).; AIM (Agencia para la Infraestrucura del Meta). (2021, febrero 19). Listado de precios de referencias. https://sites.google.com/idm-meta.gov.co/aim/resoluciones; BELTRAN, C. (2013). Ventajas De La Utilización De Geosintéticos Para El Refuerzo De Pavimento En La Carrera 7 Estación Transmilenio Museo Nacional. 58. http://repository.unimilitar.edu.co/bitstream/10654/10962/1/MONOGRAFÍA GEOSINTÉTICOS.pdf; Cruz, L. D. A., & Manrique, W. N. B. (2020). ANALISIS COMPARATIVO DEL USO DE GEOMALLAS BIAXIALES COMO ELEMENTO DE REFUERZO EN PAVIMENTOS FLEXIBLES [Universidad Piloto de Colombia]. http://repository.unipiloto.edu.co/bitstream/handle/20.500.12277/9344/MONOGRAFIA FINAL DAVID-NATALY.pdf?sequence=1&isAllowed=y; Cuzcano, J. G. Y. (2018). Aplicacion de geosinteticos para mejorar la capacidad portante la Carretera Ninacaca – Huachón, Departamento de Pasco, 2018. https://repositorio.ucv.edu.pe/bitstream/handle/20.500.12692/38383/Yi_CJG.pdf?sequen ce=3&isAllowed=y; Diaz, J. F., Escobar, O. E., & Olivo, E. J. (2009). Aplicacion de los geosinteticos en la estructura de los pavimentos y en obras de drenaje para carreteras. [Universidad de El Salvador]. http://ri.ues.edu.sv/id/eprint/2100/1/Aplicacion_de_los_geosintéticos_en_la_estructura_ de_los_pavimentos_y_en_obras_de_drenaje_para_carreteras.pdf; Díaz Jiménez, G. (2007). Diseño Con Geosintéticos Para La Función De Separación, Filtración Y Refuerzo En Pavimentos Flexibles. Test, 1-114. http://tesis.pucp.edu.pe/repositorio/handle/123456789/550%5Cnhttp://tesis.pucp.edu.p e/; Flores, L. E. M., & Spinel, S. C. (2005). FACTORES QUE DETERMINAN EL USO DE GEOSINTÉTICOS EN PROYECTOS DE PAVIMENTACIÓN EN COLOMBIA. E-mail Educativo, 1(1). https://revistas.unal.edu.co/index.php/email/article/view/1181; GeoAndes. (s. f.). Geotextil Tejido y No Tejido - Geo Andes. Recuperado 11 de noviembre de 2021, de https://www.geoandes.co/geosinteticos/geotextiltejidoynotejido/; Geosoft Pavco. (2012). Geosoft V3.0.; Hernandez, J. A., Mejia, D. R., & Zelaya, C. E. (2016). PROPUESTA DE ESTABILIZACIÓN DE SUELOS ARCILLOSOS PARA SU APLICACIÓN EN PAVIMENTOS RÍGIDOS EN LA FACULTAD MULTIDISCIPLINARIA ORIENTAL DE LA UNIVERSIDAD DE EL SALVADOR [Universidad de el Salvador]. http://ri.ues.edu.sv/id/eprint/14342/1/50108285.pdf; Moreno, C., Perez, S., & Sifuentes, N. (2015). From Fundamentals to Applications in Geotechnics (D. Manzanal (ed.); IOS PRESS). https://books.google.com.co/books?hl=es&lr=&id=DAxRCwAAQBAJ&oi=fnd&pg=PA236&d q=Estabilizacion+de+suelos+blandos+con+geosinteticos.+&ots=fpgBUU1ubW&sig=LIvRs9g YqsV2fp-jKOFFEWn1bL4&redir_esc=y#v=onepage&q=Estabilizacion de suelos blandos con geosinteticos.&; Padilla, P. L., & Salazar, L. G. L. (2012). Observaciones a la metodología de diseño tradicional de pavimentos reforzados con geosintéticos. https://www.lanamme.ucr.ac.cr/repositorio/bitstream/handle/50625112500/714/UMP-A- 08-12-REVISTA-RIOC %282%29.pdf?sequence=1&isAllowed=y; PAVCO. (2012). Manual de Diseños con Geosinteticos. http://www.geosoftpavco.com/manualvirtual/document.pdf; Perez, S. (2013). UTILIZACION DE GEOTEXTILES PARA EL CONTROL DE FISURAS EN PAVIMENTOS. Revista Vial. https://revistavial.com/utilizacion-de-geotextiles-para-el-control-de-fisuras- en-pavimentos-26093/; Ramos, M. A. G. (2018). INFLUENCIA DE LOS GEOSINTETICOS EN EL DIMENSIONAMIENTO DE LOS ESPESORES DE LAS CAPAS DEL PAVIMENTO FLEXIBLE. Universidad Peruana Los Andes, 1-102. http://repositorio.upla.edu.pe/handle/UPLA/327; Rebolledo, R. J. M. (2010). DETERIOROS EN PAVIMENTOS FLEXIBLES Y RÍGIDOS [Universidad Austral de Chile]. https://d1wqtxts1xzle7.cloudfront.net/38405574/deterioros_en_pavimentos-with-cover- page- v2.pdf?Expires=1636387279&Signature=LDyZbdMlHSnS7DI0Z8zEgHlrRq44OXKd2pdW~rzS 7BYaB3woEVF0L4UYEyriuMxYl4XqQRmBjixocjpIpqG15aiLIMcdLlfXWMrzt~mUZRh~IlkctM6 hi8ZmFGHcTsBlnqZ; Revista, V. (2018). Revista Vial. https://revistavial.com/estabilizacion-de-subrasantes-con- geotextil-tejido/; Roca, A. B., Perez, I. P., & Herrador, M. F. (2011). Geosinteticos en carreteras: Planteamiento para su aplicacion en las capas de firme. https://core.ac.uk/download/pdf/75988385.pdf; Rosales, D., & López, T. (2013). Geosintéticos y su uso en la ingeniería mexicana. 7° Coloquio de posgrado - Avances de Jóvenes investigadores DIPFI-UAQ 2013. https://www.academia.edu/6718172/Geosintéticos_y_su_uso_en_la_ingeniería_mexican a_Geosynthetics_and_their_use_in_Mexican_engineering; Salamanca, M. A., & Zuluaga, S. A. (2014). Diseño de la estructura de pavimento flexible por medio de los métodos INVIAS, AASHTO 93 e Instituto del Asfalto para la vía La Ye - Santa Lucía Barranca Lebrija entre los abscisas K19+250 A K25+750 ubicada en el departamento del Cesar. En Universidad Catolica de Colombia. file:///C:/Users/Eliana Mezquida/Downloads/Diseño-estructura-pavimento-flexible-Aashto-Invias-Insituto- Asfalto-Barranca_Lebrija.pdf; Skok, D. (2019). Geoceldas de aleación nano polimérica (NPA): última generación de geosintéticos aplicados a refuerzos de suelos en obras viales. Vial. https://revistavial.com/geoceldas-de-aleacion-nano-polimerica-npa-ultima-generacion-de- geosinteticos-aplicados-a-refuerzos-de-suelos-en-obras-viales/; Torres, G. A. V. (2015). Evaluación del comportamiento mecanicista de los geosintéticos en pavimentos flexibles. https://repositorio.uniandes.edu.co/bitstream/handle/1992/18390/u722034.pdf?sequenc e=1; Urbanimos.com. (2012). Pavimentos flexibles %7C Urbanismo.com. https://www.urbanismo.com/pavimentos-flexibles/; Mojica-Prieto, V. M. & Palomares-Montealegre, J. P. (2021). Implementación de geosintéticos en la Ingeniería de Pavimentos como solución de mejoramiento para la subrasante de pavimentos flexibles. Trabajo de Grado. Universidad Católica de Colombia. Facultad de Ingeniería. Programa de Ingeniería de Civil. Especialización en Ingeniería de Pavimentos. Bogotá, Colombia; https://hdl.handle.net/10983/27101

الاتاحة: https://hdl.handle.net/10983/27101

المؤلفون: Garcia Aristizabal, Edwin, Sepúlveda Cano, Sebastián, Vega Posada, Carlos Alberto

المصدر: Tecnura Journal; Vol. 25 No. 68 (2021): April - June ; 140-164 ; Tecnura; Vol. 25 Núm. 68 (2021): Abril - Junio ; 2248-7638 ; 0123-921X

مصطلحات موضوعية: desaturación de suelo, licuefacción, mejoramiento de suelos, liquefaction, soil improvement, soil desaturation

وصف الملف: application/pdf; text/xml

Relation: https://revistas.udistrital.edu.co/index.php/Tecnura/article/view/16282/16975; https://revistas.udistrital.edu.co/index.php/Tecnura/article/view/16282/17513; Bouferra, R., Benseddiq, N. y Shahrour, I. (2007). Saturation and preloading effects on the cyclic behavior of sand. International Journal of Geomechanics, 7(5), 396-401. DOI: https://doi.org/10.1061/(ASCE)1532-3641(2007)7:5(396) https://doi.org/10.1061/(ASCE)1532-3641(2007)7:5(396); Camp, W. M., Camp, H. C. y Andrus, R. D. (2010). Liquefaction mitigation using air injection. En International Conferences on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics. Missouri University of Science and Technology.; Chaney, R. C. (1978). Saturation effects on the cyclic strength of sands. En Volume I of Earthquake Engineering and Soil Dynamics--Proceedings of the ASCE Geotechnical Engineering Division Specialty Conference (pp. 342-358). Junio 19-21. 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Shaking table tests to investigate soil desaturation as a liquefaction countermeasure. En Seismic Performance and simulation of pile foundations in liquefied and laterally spreading ground (pp. 282-293). Reston, EE. UU.: American Society of Civil Engineers. DOI: https://doi.org/10.1061/40822(184)23; Okamura, M. y Teraoka, T. (2005b). Shaking Table Tests to Investigate Soil Desaturation as a Liquefaction Countermeasure. En Seismic Performance and Simulation of Pile Foundations in Liquefied and Laterally Spreading Ground (pp. 282-293). Reston, EE. UU.: American Society of Civil Engineers. DOI: https://doi.org/10.1061/40822(184)23; Okamura, M. y Tomida, Y. (2015). Full scale test on cost effective liquefaction countermeasure for highway embankment. En Proceedings of Sixth Internal Geotechnical Symposium on Disaster Mitigation in Special Geoenvironment Conditions. IIT Madras Chennai, India.; Okamura, M., Ishihara, M. y Tamura, K. (2003). Liquefaction resistances and degree of saturation of sand improved with sand compaction piles. En 13th World Conference on Earthquake Engineering (vol. 43, pp. 175-187). DOI: https://doi.org/10.3208/sandf.43.5_175; Okamura, M., Ishihara, M. y Tamura, K. (2006). Degree of saturation and liquefaction resistances of sand improved with sand compaction pile. Journal of Geotechnical and Geoenvironmental Engineering, 132(2), 258-264. DOI: https://doi.org/10.1061/(ASCE)1090-0241(2006)132:2(258); Okamura, Mitsu, Takebayashi, M., Nishida, K., Fujii, N., Jinguji, M., Imasato, T., …, Nakagawa, E. (2009). In-situ test on desaturation by air injection and its monitoring. Japanese.). Journal of Japan Society of Civil Engineers, 65, 756-766. https://doi.org/10.3850/GI100; Okamura, M., Takebayashi, M., Nishida, K., Fujii, N., Jinguji, M., Imasato, T., …, Nakagawa, E. (2011). In-situ desaturation test by air injection and its evaluation through field monitoring and multiphase flow simulation. 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En Proceedings of the 17th International Conference on Soil Mechanics and Geotechnical Engineering: The Academia and Practice of Geotechnical Engineering (vol. 1, pp. 502-505). DOI: https://doi.org/10.3233/978-1-60750-031-5-502; Tomida, Y. (2014). A study on soil desaturation as a liquefactioncounter- measure for highway embankmens. Japón: Ehime University.; Tsukamoto, Y., Kawabe, S., Matsumoto, J. y Hagiwara, S. (2014). Cyclic resistance of two unsaturated silty sands against soil liquefaction. Soils and Foundations, 54(6), 1094-1103. DOI: https://doi.org/10.1016/j.sandf.2014.11.005; Tsukamoto, Y., Ishihara, K., Nakazawa, H., Kamada, K. y Huang, Y. (2002). Resistance of partly saturated sand to liquefaction with reference to longitudinal and shear wave velocities. Soils and Foundations, 42(6), 93-104. DOI: https://doi.org/10.3208/sandf.42.6_93; United States Environmental Protection Agency (US EPA) (1992). A technology assessment of soil vapor extraction and air sparging. EPA/600/R-92/173. Cincinnati, EE. UU.; Van Genuchten, M. T. (1980). A closed-form equation for predicting the hydraulic conductivity of unsaturated soils. Soil Science Society of America Journal, 44(5), 892. DOI: https://doi.org/10.2136/sssaj1980.03615995004400050002x; Vega, C. A., Ramos, A. M. y García, E. F. (2017). Efecto del gas en la velocidad de onda de corte de suelos arenosos densificados con explosivos. Tecnura, 21(51), 67-80. DOI: https://doi.org/10.14483/udistrital.jour.tecnura.2017.1.a05; Wisconsin DNR (1995). Updated information and errata regarding guidance on design, installation and operation of in situ air sparging systems. File Ref. 4440. Madison, EE. UU.; Yang, J., Savidis, S. y Roemer, M. (2004). Evaluating liquefaction strength of partially saturated sand. Journal of Geotechnical and Geoenvironmental Engineering, 130(9), 975-979. DOI: https://doi.org/10.1061/(ASCE)1090-0241(2004)130:9(975); Yang, J, Savidis, S., Sato, T. y Li, X. S. (2003). Influence of vertical acceleration on soil liquefaction: new findings and implications. Proceeding Soil and Rock America, 1.; Yashima, A., Oka, F., Taguchi, Y. y Tateishi, A. (1995). Three dimensional liquefaction analysis considering the compressibility of fluid phase. En Proceedings 40th JGS Symposium (pp. 257-264).; Yasuhara, H., Okamura, M. y Kochi, Y. (2008). Experiments and predictions of soil desaturation by air-injection technique and the implications mediated by multiphase flow simulation. Soils and Foundations, 48(6), 791-804. DOI: https://doi.org/10.3208/sandf.48.791; Yegian, M. K., Eseller-Bayat, E., Alshawabkeh, A. y Ali, S. (2007). Induced-partial saturation for liquefaction mitigation: experimental investigation. Journal of Geotechnical and Geoenvironmental Engineering, 133(4), 372-380. DOI: https://doi.org/10.1061/(ASCE)1090-0241(2007)133:4(372); Yoshimi, Y., Tanaka, K. y Tokimatsu, K. (1989). Liquefaction resistance of a partially saturated sand. Soils and Foundations, 29(3), 157-162. DOI: https://doi.org/10.3208/sandf1972.29.3_157; Zeybek, A. y Madabhushi, G. S. P. (2017a). Centrifuge testing to evaluate the liquefaction response of air-injected partially saturated soils beneath shallow foundations. Bulletin of Earthquake Engineering, 15(1), 339-356. DOI: https://doi.org/10.1007/s10518-016-9968-6; Zeybek, A. y Madabhushi, G. S. P. (2017b). Influence of air injection on the liquefaction-induced deformation mechanisms beneath shallow foundations. Soil Dynamics and Earthquake Engineering, 97, 266-276. DOI: https://doi.org/10.1016/j.soildyn.2017.03.018; Zeybek, A. y Madabhushi, G. S. P. (2017c). Durability of partial saturation to counteract liquefaction. Proceedings of the Institution of Civil Engineers: Ground Improvement, 170(2), 102-111. DOI: https://doi.org/10.1680/jgrim.16.00025; Zeybek, A. y Madabhushi, G. S. P. (2018). Physical modelling of air injection to remediate liquefaction. International Journal of Physical Modelling in Geotechnics, 18(2), 68-80. DOI: https://doi.org/10.1680/jphmg.16.00049; https://revistas.udistrital.edu.co/index.php/Tecnura/article/view/16282

الاتاحة: https://revistas.udistrital.edu.co/index.php/Tecnura/article/view/16282

المؤلفون: Hernández-Francisco,Antonio, López-Lara,Teresa, Hernández-Zaragoza,Juan Bosco, Horta-Rangel,Jaime Moisés

المصدر: Ingeniería, investigación y tecnología v.22 n.3 2021

مصطلحات موضوعية: Zeolita natural, clinoptilolita de Puebla, límites de Atterberg, mejoramiento de suelos Querétaro, cal

وصف الملف: text/html

الاتاحة: http://www.scielo.org.mx/scielo.php?script=sci_arttext&pid=S1405-77432021000300008

المؤلفون: Heshiki Gálvez, James, Chupillon Hernandez, Sandra Rocio

المساهمون: ARONES VILLAVICENCIO, ALVARO PAULO

المصدر: Universidad Peruana de Ciencias Aplicadas (UPC) ; Repositorio Académico - UPC

مصطلحات موضوعية: Columnas de grava, Mejoramiento de suelos, Estabilidad de terraplén, Asentamientos, PTAR, https://purl.org/pe-repo/ocde/ford#2.01.01, https://purl.org/pe-repo/ocde/ford#2.00.00

وصف الملف: application/pdf; application/msword; application/epub

Relation: http://hdl.handle.net/10757/682805; 000000012196144X

الاتاحة: http://hdl.handle.net/10757/682805

المؤلفون: Quiñe Retamozo, Eliot Andre, Sifuentes Cervera, Jorge Luis

المساهمون: ARONES VILLAVICENCIO, ALVARO PAULO

المصدر: Universidad Peruana de Ciencias Aplicadas (UPC) ; Repositorio Académico - UPC

مصطلحات موضوعية: Mejoramiento de suelos, Inclusiones rígidas, Asentamiento, Suelos blandos, https://purl.org/pe-repo/ocde/ford#2.01.01, https://purl.org/pe-repo/ocde/ford#2.00.00

وصف الملف: application/pdf; application/msword; application/epub

Relation: http://hdl.handle.net/10757/682804; 000000012196144X

الاتاحة: http://hdl.handle.net/10757/682804

المؤلفون: Condori Mamani, Javier Samuel

المساهمون: Huaquisto Cáceres, Samuel

مصطلحات موضوعية: Emulsión asfáltica, Cemento, Solución básica, Mejoramiento de suelos, Pavimentos, https://purl.org/pe-repo/ocde/ford#2.01.01

وصف الملف: application/pdf

Relation: https://repositorio.unap.edu.pe/handle/20.500.14082/22210

الاتاحة: https://repositorio.unap.edu.pe/handle/20.500.14082/22210
https://hdl.handle.net/20.500.14082/22210

المؤلفون: Lavado Ruiz, Robinson Felipe

المساهمون: Raygada Rojas, Luis Fernando

المصدر: Universidad San Ignacio de Loyola ; Repositorio Institucional - USIL

مصطلحات موضوعية: Mejoramiento de suelos, Asentamientos, Columnas de Gravas, Bottom feed, Suelos Blandos, Licuación, https://purl.org/pe-repo/ocde/ford#2.01.01

وصف الملف: application/pdf

Relation: https://hdl.handle.net/20.500.14005/14389

الاتاحة: https://hdl.handle.net/20.500.14005/14389

المؤلفون: Gutierrez Caceres, Miguel Angel, Sanchez Alvarez, Eduardo Brayam

المساهمون: Arones Villavicencio, Álvaro Paulo

المصدر: Universidad Peruana de Ciencias Aplicadas (UPC) ; Repositorio Académico - UPC

مصطلحات موضوعية: Pilas de grava compactada, Asentamientos, Mejoramiento de suelos, Cargas de servicio, Baja capacidad portante, Módulo de elasticidad compuesta, Compacted gravel piles, Settlements, Soil improvement, Service loads, Low bearing capacity, Composite elastic modulus, https://purl.org/pe-repo/ocde/ford#2.01.01, https://purl.org/pe-repo/ocde/ford#2.00.00

وصف الملف: application/pdf; application/msword; application/epub

Relation: http://hdl.handle.net/10757/671755; 000000012196144X

الاتاحة: http://hdl.handle.net/10757/671755

المؤلفون: Remuzgo Estrada, Diego Alberto, Rodriguez Cañari, Amy Rosemary Milagros

المساهمون: Durán Ramírez, Gary Gary

المصدر: Universidad Peruana de Ciencias Aplicadas (UPC) ; Repositorio Académico - UPC

مصطلحات موضوعية: CBR, Subrasante, Mejoramiento de suelos, Limo Arenoso, Proes 100, PET, Tubería de gas, Subgrade, Soil improvement, Sandy silt, Pros 100, Gas Pipes, https://purl.org/pe-repo/ocde/ford#2.01.01, https://purl.org/pe-repo/ocde/ford#2.00.00

وصف الملف: application/pdf; application/msword; application/epub

Relation: http://hdl.handle.net/10757/670986; 000000012196144X

الاتاحة: http://hdl.handle.net/10757/670986

المؤلفون: Bereche Bautista , Lucero Alexandra Smith, Gutierrez Pastor, Renzo Javier

المساهمون: ARONES VILLAVICENCIO, ALVARO PAULO

المصدر: Universidad Peruana de Ciencias Aplicadas (UPC) ; Repositorio Académico - UPC

مصطلحات موضوعية: Asentamiento, Pila de agregado compactado, Columna de grava, Módulo de elasticidad compuesto, Mejoramiento de suelos, Settlement, Compacted aggregate pile, Stone column, Composite elastic modulus, Soil improvement, https://purl.org/pe-repo/ocde/ford#2.01.01, https://purl.org/pe-repo/ocde/ford#2.00.00

وصف الملف: application/pdf; application/msword; application/epub

Relation: http://hdl.handle.net/10757/670560; 000000012196144X

الاتاحة: http://hdl.handle.net/10757/670560

المؤلفون: Osorio Vela, Franz José, Cueto Fernandez, Jorge Manuel

المساهمون: Hurtado Espinoza, Liset Oriana

المصدر: Universidad Peruana de Ciencias Aplicadas (UPC) ; Repositorio Académico - UPC

مصطلحات موضوعية: Mejoramiento de suelos arenosos, Agregados, Reciclaje de residuos de construcción y demolición de edificaciones, Concreto reciclado, Capacidad portante, Granulometría, Proctor modificado, Ensayos de suelos, Improvement of sandy soils, Aggregates, Recycling of construction waste and demolition of buildings, Recycled concrete, Portant capacity, Granulometry, Modified proctor, Soil tests, https://purl.org/pe-repo/ocde/ford#2.01.01, https://purl.org/pe-repo/ocde/ford#2.00.00

وصف الملف: application/pdf; application/epub; application/msword

Relation: http://hdl.handle.net/10757/671810; 0000 0001 2196 144X

الاتاحة: http://hdl.handle.net/10757/671810

المؤلفون: Cherti, Rim

المساهمون: Carrión Carmona, Miguel Ángel, Valiente Sanz, Ricardo, Universitat Politècnica de València. Departamento de Ingeniería del Terreno - Departament d'Enginyeria del Terreny, Universitat Politècnica de València. Escuela Técnica Superior de Arquitectura - Escola Tècnica Superior d'Arquitectura

مصطلحات موضوعية: Arcillas, Suelos expansivos, Patologías estructurales, Mejoramiento de suelos, Estabilización química, Clays, Expansive soils, Structural pathologies, Soil improvement, Chemical stabilization, Cimentaciones, Fundations, INGENIERIA DEL TERRENO, Grado en Fundamentos de la Arquitectura-Grau en Fonaments de l'Arquitectura

Relation: http://hdl.handle.net/10251/201972

الاتاحة: http://hdl.handle.net/10251/201972

المؤلفون: Cordero Acosta, Juan Carlos, Pérez Betancourt, Yoeslandy, Hernández Figueroa, Fidel, Zamora Martín, Jorge Luis, Baños Utria, Rider, Valdez Castaño, Pedro A, Arteaga Márquez, Daniel, Torres Graverán, Juan

المصدر: Revista ECOVIDA; Vol. 9, Núm. 2 (2019): Julio - Diciembre; 184-194 ; 2076-281X

مصطلحات موضوعية: Protected area of Managed Resources, biodiversity, erosion of the soil, conservation and improvement of soil, Ãrea Protegida de Recursos Manejados, biodiversidad, erosión de suelos, conservación y mejoramiento de suelos

وصف الملف: text/html; application/pdf

Relation: https://revistaecovida.upr.edu.cu/index.php/ecovida/article/view/163/html; https://revistaecovida.upr.edu.cu/index.php/ecovida/article/view/163/370; Castillo, V. M. 2004. La estrategia temática para la protección del suelo: un instrumento para el uso sostenible de los suelos en Europa. Ecosistemas XIII (enero abril). Disponible en: http://www.aeet.org/ecosistemas/ 041/informe2.htm. Cifuentes, M (1992) Determinación de la capacidad de carga en Ãreas Protegidas. Turrialba, Costa Rica 1992- 23p. Cifuentes, M (1999) Capacidad de Carga Turística de las Ãreas de Uso Público del Monumento Nacional Guayabo, Costa Rica. WWF Centroamérica.60p Lal, R. 1999. Global carbon pools and fluxes and the impact of agricultural intensification and judicious land use, 45-55 En: World Soils Resources Report, Prevention of land degradation, enhancement of carbon sequestration and conservation of biodiversity through land use change and sustainable land management with a focus on Latin America and the Caribbean. Proceedings of an IFAD/FAO Expert Consultation, FAO, 113 pp. MODER Z., L. 1983a. Control de cárcavas. CONAF. Sexta región. Primera Parte. En: Chile Forestal No. 94: 29-40. PROGRAMA DE LAS NACIONES UNIDAS PARA EL MEDIO AMBIENTE (PNUMA). 2000. Perspectivas del Medio Ambiente Mundial. Madrid: Mundi-Prensa. PNUMA (Programa de Naciones Unidas para el Medio Ambiente) 2000. Annual Review. Nairobi, Kenia. Provencio E., J. Carabias, y V. Toledo. El artículo 27 y su impacto en el medio ambiente. En: El artículo 27 y el desarrollo urbano. H. Cámara de diputados, LV Legislatura, México, 1994, pp. 69-77. Sagué, H; L. Hernández; J. Ortega; L. Lastres (1976). Balance Hídrico y erosión en Sierra del Rosario. Revista Voluntad Hidráulica. Sombroek, W. G., F. O. Nachtergaele y A. Hebel. 1993 Amounts, dynamics and sequestering of carbon in tropical and subtropical soils. Ambio (12)7: 417-426. Zamora, J (2012): Plan de Manejo del APRMSR 2016-2020. Kern, J. S. y M. G. Johnson. 1993. Conservation tillage impacts on national and atmospheric carbon levels. Soil Science Society of America Journal 57: 200-210. Karlen, D. L., M. J. Mausbach, J. W. Doran, R. G. Cline, R. F. Harris y G. E. Schuman. 1997. Soil quality: a concept, definition and framework for evaluation. Soil Science Society of America Journal 61: 4-10.; https://revistaecovida.upr.edu.cu/index.php/ecovida/article/view/163

الاتاحة: https://revistaecovida.upr.edu.cu/index.php/ecovida/article/view/163

المؤلفون: Carlos Alberto Vega-Posada, Alfonso Mariano Ramos-Cañón, Edwin Fabián García Aristizábal

المصدر: Tecnura, Vol 21, Iss 51, Pp 67-80 (2017)

مصطلحات موضوعية: arenas sueltas, densificación con explosivos, licuación, mejoramiento de suelos, velocidad de onda de corte, Technology, Engineering (General). Civil engineering (General), TA1-2040

وصف الملف: electronic resource

Relation: http://revistas.udistrital.edu.co/ojs/index.php/Tecnura/article/view/11969; https://doaj.org/toc/2248-7638; https://doaj.org/toc/0123-921X

URL الوصول: https://doaj.org/article/71792e2432524c7b94c6ddc82501635d

المؤلفون: Ortiz-Moreno, Martha L., Sandoval-Parra, Karen X., Solarte-Murillo, Laura V.

المصدر: https://orinoquia.unillanos.edu.co/index.php/orinoquia/article/view/582.

مصطلحات موضوعية: algalization, chlorophytes, cyanophytes, soil improvement, algalización, cianofitas, clorofitas, mejoramiento de suelos, algalização, clorofíceas, cianofíceas, melhoramento do solo

وصف الملف: application/pdf

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الاتاحة: https://repositorio.unillanos.edu.co/handle/001/3971
https://doi.org/10.22579/20112629.582

المؤلفون: Carlos Alberto Vega-Posada, David Guillermo Zapata-Medina, Alfonso Mariano Ramos-Cañon

المصدر: Revista Facultad de Ingeniería Universidad de Antioquia, Iss 80, Pp 56-62 (2016)

مصطلحات موضوعية: densificación con explosivos, densificación, arenas sueltas, licuación, mejoramiento de suelos, Engineering (General). Civil engineering (General), TA1-2040

وصف الملف: electronic resource

Relation: http://www.redalyc.org/articulo.oa?id=43047073007; https://doaj.org/toc/0120-6230; https://doaj.org/toc/2422-2844

URL الوصول: https://doaj.org/article/fd5a6c1520944927b6516c63814c6180