Volumen 13, Número 4, Octubre- Diciembre, 2025, Páginas 197 al 2096858063500DOI: https://doi.org/10.37787/ms19tp70ARTÍCULO DE REVISIÓN Innovación sostenible en geotecnia: Comportamiento de suelos arcillosos estabilizados con aditivos orgánicos y subproductos agroindustrialesSustainable innovation in geotechnics: Behavior of clay soils stabilized with organic additives and agroindustrial byproductsIsla, J. RESUMENLa estabilización de suelos arcillosos es un reto permanente en obras civiles debido a su plasticidad, baja capacidad portante y variaciones volumétricas por humedad. Ante el impacto ambiental y económico de estabilizantes tradicionales (cemento y cal), se ha incrementado el interés por aditivos orgánicos biopolímeros, residuos lignocelulósicos, enzimas y melaza como alternativas más sostenibles. Estos compuestos, generalmente derivados de fuentes vegetales o subproductos industriales, interactúan con las partículas del suelo mediante enlaces físicos y químicos que mejoran la compactación, la resistencia y reducen la permeabilidad. En esta revisión se sintetizan los hallazgos recientes sobre rendimiento, mecanismos de acción y aplicabilidad práctica de estos aditivos en suelos arcillosos, con énfasis en sus ventajas potenciales frente a los estabilizantes convencionales. La presente revisión sistematiza los hallazgos más relevantes de los últimos cinco años, concluyendo que aditivos como la goma xantana y goma guar ofrecen los mejores rendimientos en resistencia a la compresión (UCS > 290 kPa), mientras que los residuos agroindustriales representan la opción más viable económicamente para caminos rurales, validando así su potencial como sustitutos ecológicos efectivos.Palabras clave: Mejoramiento de subrasantes; pavimentos ecológicos; índice CBR; plasticidad de arcillas; biotecnología vial.ABSTRACTThe stabilization of clayey soils is a persistent challenge in civil engineering due to their plasticity, low bearing capacity, and moisture-induced volumetric changes. Given the environmental and economic impacts of traditional stabilizers (cement and lime), interest has increased in organic additives biopolymers, lignocellulosic residues, enzymes, and molasses as more sustainable alternatives. These compounds interact with soil particles through physical and chemical bonds that improve compaction, enhance strength, and reduce permeability. This review synthesizes recent findings from the last five years, concluding that additives such as xanthan gum and guar gum offer the best performance in unconfined compressive strength (UCS > 290 kPa), while agro-industrial residues represent the most economically viable option for rural roads, thus validating their potential as effective eco-friendly substitutes.Keywords: Subgrade improvement; eco-friendly pavements; CBR index; clay plasticity; road biotechnology.* Autor para correspondenciaINTRODUCCIÓNLa ingeniería geotécnica contemporánea se enfrenta al constante desafío de mejorar la calidad de los suelos naturales, especialmente aquellos que presentan condiciones poco favorables para la construcción. Entre estos, los suelos arcillosos ocupan un lugar destacado por su alta plasticidad, baja capacidad portante, baja permeabilidad y elevada susceptibilidad a la expansión y contracción con los cambios de humedad (Oliveira & Costa, 2024). Esta problemática se vuelve especialmente crítica en regiones tropicales y subtropicales donde la variabilidad climática acentúa el comportamiento impredecible de estos suelos (Atahu, M. K., 2022).En la estabilización de suelos, los métodos convencionales suelen apoyarse en estabilizantes inorgánicos tales como cal, cemento Portland o materiales bituminosos. Sin embargo, el elevado impacto económico y ambiental asociado a estos materiales ha impulsado la búsqueda de opciones más sostenibles (Nazir et al., 2022). En el contexto peruano, donde el transporte de insumos tradicionales resulta oneroso en zonas rurales o montañosas, se vuelve especialmente relevante explorar estabilizantes alternativos.En la última década, la atención científica se ha orientado hacia el uso de aditivos orgánicos para mejorar el comportamiento geotécnico de los suelos. Entre estos estabilizantes naturales se incluyen biopolímeros, enzimas, lignosulfonatos, residuos agroindustriales y subproductos vegetales, que han mostrado resultados alentadores en suelos arcillosos (Fatehi et al., 2021). Estos compuestos actúan mediante mecanismos fisicoquímicos por ejemplo, formando enlaces moleculares entre partículas, compactando granos finos o generando redes gelificadas, lo que incrementa la resistencia y la estabilidad del suelo tratado. Además, su naturaleza biodegradable y renovable representa una clara ventaja ambiental, ayudando incluso a la mitigación de la erosión en taludes (Al-Mahasneh et al., 2024; Kumar et al., 2024).491744019166531980198Numerosos ensayos han evaluado la adición de estos aditivos en distintos suelos y climas. Los resultados varían según la fuente orgánica, su dosis, el tipo de suelo y el tiempo de curado (Zhang et al., 2024). Sin embargo, en general se concluye que es posible obtener mejoras significativas en las propiedades mecánicas y volumétricas del suelo. Investigaciones recientes han confirmado que, con las dosificaciones y el curado adecuados, estos aditivos biológicos refuerzan notablemente los suelos locales (Islam, M. A., et al., 2022).Esta revisión se propone recopilar y analizar los avances más importantes en la aplicación de compuestos orgánicos a suelos arcillosos. A partir del estudio de la literatura especializada reciente, se busca demostrar que este enfoque es viable tanto técnica como económicamente, perfilando una línea de investigación capaz de ofrecer soluciones reales en zonas donde los recursos convencionales no siempre son factibles ni sostenibles.MATERIALES Y MÉTODOS Criterios de exclusión El proceso de elección y análisis de la literatura científica, establecimos ciertos criterios para descartar trabajos que no cumplen con los parámetros de la metodología y temática. Estos parámetros nos permiten garantizar la calidad y aplicabilidad de las investigaciones que fueron seleccionadas. Se excluyeron los siguientes tipos de investigaciones:Tesis de grado, trabajos académicos no publicados, presentaciones o posters: A pesar de que algunas contenían información relevante, se descartaron por no haber sido sometidas a revisión por pares ni publicadas en revistas científicas reconocidas, siguiendo la normativa editorial vigente.Resúmenes de congresos o artículos en prensa: Se evitaron investigaciones sin datos completos o sin acceso al texto completo, ya que no permitían evaluar adecuadamente los métodos empleados ni la validez de sus resultados.Artículos anteriores al año 2020: Con el fin de mantener la actualidad del enfoque y cumplir con los estándares de sostenibilidad recientes, solo se consideraron estudios publicados entre 2020 y 2025, dando preferencia a investigaciones de los últimos tres años.Estudios sin información metodológica: Artículos que no reportaban claramente las condiciones de curado o la dosificación fueron excluidos para evitar sesgos.495998513380571990199La Tabla 1 presenta un resumen de los artículos científicos más relevantes considerados en esta revisión. Cada una de estas investigaciones evaluó la influencia de un aditivo orgánico como biopolímeros, estabilizantes enzimáticos o residuos agrícolas en el comportamiento geotécnico de distintos tipos de suelos arcillosos. La tabla destaca la diversidad de enfoques metodológicos, los países de origen de los estudios, los tipos de suelo tratados y los métodos de laboratorio utilizados para medir mejoras en parámetros como la resistencia a la compresión no confinada (UCS), el índice de soporte California (CBR), la plasticidad, la cohesión, la permeabilidad y el hinchamiento. Estas referencias constituyen la base del análisis comparativo que se presenta en las siguientes secciones del manuscrito.Tabla SEQ Tabla \* ARABIC 1 Resumen de artículosPaísAutor(es)Aditivo orgánicoTipo de sueloPropiedades evaluadasMétodos de ensayo utilizadosIndia(Patel et al., 2023)Goma guarArcilla expansivaUCS, CBR, IPASTM D2166, ASTM D1883China(Chen et al., 2024)Goma xantanaLimo arcillosoUCS, cohesión, contenido de humedadTriaxial, Proctor modificadoBrasil(Oliveira & Costa, 2024)LignosulfonatoArcilla rojaUCS, hinchamiento, permeabilidadASTM D4767, permeabilidadPakistán(Nadeem, M., et al., 2023)Encimas vegetales fermentadasArcilla arenosaCBR, PI, UCSCBR estándar, Índice de PlasticidadEgipto(Hassan & Mahmoud, 2023)MelazaMezcla limo-arcillaUCS, compactación, pHProctor modificado, UCSEtiopía(Atahu, 2022)Extracto de cáscara de Coffea arábica ArcillaUCS, CBR, contracciónASTM D3080, CBR modificadoBangladesh(Islam et al., 2022)Biochar de cáscara de Musa paradisiacaArena arcillosaUCS, contenido de humedad, IPASTM D698, UCS, Límites de AtterbergAustralia(Bagheri et al., 2023)Biopolímero de ligninaSuelo limoso-arcillosoDurabilidad, resistencia a la erosión, UCSEnsayos de durabilidad, UCSCorea del Sur(Babatunde & Byun, 2023)Biopolímero de zeínaSuelo arcillosoUCS, durabilidad, resistencia al aguaASTM D2166, ensayos de inmersiónArabia Saudita(Amulya et al., 2022)Lignosulfonato de calcio + ArenaSuelo CohesivoUCS, consolidación UCS, conductividad hidráulica 48739259310182000200Nota. Elaboración propia, adaptado de los estudios metodológicos de Patel et al. (2023), Chen et al. (2024), Oliveira & Costa (2024), Nadeem, M., et al. (2023), Hassan & Mahmoud (2023), Atahu, M. K. (2022), Islam, M. A., et al. (2022), Bagheri et al. (2023), Babatunde & Byun (2023) y Amulya et al., (2022)Para complementar el análisis metodológico, se ha sistematizado la información disponible sobre las propiedades físico-químicas de los principales aditivos orgánicos identificados en los estudios revisados. Estas propiedades son determinantes en su capacidad para modificar el comportamiento geotécnico de los suelos arcillosos. En la Tabla 2 se detallan características como la solubilidad, la estructura química predominante, el origen y el mecanismo primario de estabilización. La interacción entre estos aditivos y las partículas del suelo se ve influenciada por factores como el pH, el contenido de polisacáridos o lignina, y la capacidad de formación de enlaces moleculares, lo cual contribuye al aumento de la resistencia, cohesión y reducción de la plasticidad.Tabla SEQ Tabla \* ARABIC 2 496824060224522010201Propiedades relevantes de los aditivos orgánicos utilizados en estabilización de suelos arcillososAditivo orgánicoComposición principalSolubilidad en aguapH aprox.OrigenMecanismo de acciónGoma guarPolisacáridos (galactomananos) Alta6–7Vegetal (semilla)Formación de redes gelatinosasGoma xantanaPolisacáridos bacterianosAlta5.5–8.0Fermentación microbianaCohesión coloidal, reducción de vacíosLignosulfonatoDerivados de lignina sulfonadaAlta3–5Residuo de pulpa de maderaReacción química con partículasEnzimas naturalesProteínas y catalizadoresVariable6–8Microbiano/biotecnológicoActivación de enlaces con mineralesMelazaAzúcares complejos, mineralesAlta4.5–6.5Subproducto de cañaAglutinación superficial, mejora de densidadBiochar de plátanoCarbono poroso, sílice, potasioNo solubleNeutroResiduo vegetal Adsorción y mejora estructuralExtracto de caféPolifenoles, cafeína, ligninaMedia4–6Cáscara vegetalCompactación y mejora superficialBiopolímero de ligninaPolímero fenólico complejoBaja/Insoluble4–6Residuo vegetalAgente cementante y aglutinanteBiopolímero de zeínaProteína (prolamina de maíz)Baja (soluble en alcohol)6-7Vegetal (maíz)Encapsulación de partículasLignosulfonato de calcioLignina sulfonada y calcioAlta3-5Residuo de pulpa (papel)Cementación y reducción de doble capaNota: Elaboración propia. Las propiedades físico-químicas, pH y mecanismos de acción detallados corresponden a la caracterización de los materiales reportada en los estudios experimentales de: Patel et al. (2023) para goma guar; Chen et al. (2024) para goma xantana; Oliveira & Costa (2024) y Amulya et al. (2022) para lignosulfonatos; Nadeem, M., et al. (2023) para enzimas; Hassan & Mahmoud (2023) para melaza; Atahu, M. K. (2022) para extractos de café; Islam, M. A., et al. (2022) para biochar; Bagheri et al. (2023) para biopolímero de lignina; y Babatunde & Byun (2023) para zeína.RESULTADOSLos estudios revisados permiten identificar patrones consistentes en la mejora de las propiedades geotécnicas. En la Tabla 3 se presenta una comparación de los efectos promedio observados.La tabla muestra que los biopolímeros como la goma xantana y la goma guar logran los mayores incrementos de UCS, alcanzando valores promedio de 310 y 290 kPa respectivamente. Este efecto se atribuye a su capacidad de formar enlaces poliméricos que compactan las partículas finas del suelo. Por su parte, la combinación de lignosulfonato con arena (Amulya et al., 2022) también muestra un desempeño notable, superior al uso de lignosulfonato por sí solo.Tabla 3 Comparación de propiedades geotécnicas promedio con distintos aditivos orgánicosAditivo orgánico (Fuente) UCS (kPa) CBR (%)Índice de plasticidadGoma xantana (Chen et al., 2024)3103520Goma guar (Patel et al., 2023)2903222Biopolímero de zeína (Babatunde & Byun, 2023)2853121Extracto de café (Atahu, M. K., 2022)2803323Lignosulfonato + Arena (Amulya et al., 2022)2753022Biochar de plátano (Islam, M. A., et al., 2022)2702922Enzima natural (Nadeem, M., et al., 2023)2653021Biopolímero de lignina (Bagheri et al., 2023)2602923Lignosulfonato (Oliveira & Costa, 2024)2502824Melaza (Hassan & Mahmoud, 2023)2402526494792012377272020202Nota: Elaboración propia. Los valores promedio de resistencia a la compresión no confinada (UCS), índice CBR e índice de plasticidad presentados corresponden a los resultados óptimos reportados en los estudios experimentales de: Zhang et al. (2024) para goma xantana; Patel et al. (2023) para goma guar; Babatunde & Byun (2023) para zeína; Atahu, M. K. (2022) para extracto de café; Amulya et al. (2022) para lignosulfonato con arena; Islam, M. A., et al. (2022) para biochar; Nadeem, M., et al. (2023) para enzimas; Bagheri et al. (2023) para biopolímero de lignina; Oliveira & Costa (2024) para lignosulfonato solo; y Hassan & Mahmoud (2023) para melaza.La Figura 1 confirma gráficamente estas tendencias, evidenciando que los aditivos de origen vegetal con mayor contenido de polisacáridos y compuestos fenólicos tienden a ofrecer mejores resultados en términos de resistencia estructural del suelo.Figura1-190530543500Comparación de la resistencia a la comprensión no confinada (UCS)Respecto al índice CBR, se observa en la Tabla 3 y Figura 2 que los valores más altos también corresponden a goma xantana (35%) y goma guar (32%), seguidos por extracto de café (33%) y enzimas naturales (30%). Estas cifras reflejan una mejora significativa en la capacidad portante del suelo, superando en todos los casos el umbral mínimo del 20% establecido en muchas normativas para capas subrasantes estabilizadas.Figura SEQ FIGURA \* ARABIC 1500835730118052030203 4572022479000Índice de soporte California (CBR) con diferentes aditivosEn relación con la plasticidad, la Figura 3 muestra cómo la adición de estos compuestos permite reducir el índice de plasticidad del suelo. La goma xantana, por ejemplo, reduce este índice a 20, lo que mejora notablemente la trabajabilidad y estabilidad volumétrica del material.Figura SEQ FIGURA \* ARABIC 2 381028448000Variación del índice de plasticidad según el aditivoPara ampliar este análisis, se presenta la Tabla 4, donde se comparan los tipos de mecanismos de estabilización involucrados con cada aditivo. Se observa que los mecanismos varían entre enlaces poliméricos, cementación superficial, reacciones bioquímicas o retención hídrica, lo cual influye directamente en la elección de aditivo según el tipo de suelo.Tabla 4 498740232785052040204Mecanismos de acción predominantes según el tipo de aditivo orgánicoAditivo orgánicoMecanismo de acción principalResultado geotécnico destacadoGoma guarFormación de redes poliméricasIncremento de UCS y cohesiónGoma xantanaEstabilización coloidal y gelificaciónMejora de compactación y reducción del IPLignosulfonatoReacciones cementantes con partículas finasAumento moderado de UCSEnzimas naturalesCatalización de reacciones con mineralesMejora del CBR y la densidad secaMelazaEnlace superficial y relleno de vacíosMejora en cohesión y reducción de humedadBiochar de plátanoAdsorción y retención hídricaEstabilidad volumétricaExtracto de caféEfecto aglutinante y cohesión superficialAumento de UCS y CBRBiopolímero de ligninaCementación por polímeros fenólicosAumento de cohesión y durabilidadBiopolímero de zeínaFormación de matriz proteica hidrofóbicaMejora de resistencia al agua y UCSLignosulfonato + ArenaCementación por calcio y densificación físicaAumento de resistencia al corte y UCSNota. Elaboración propia. Los mecanismos de estabilización descritos han sido identificados y analizados en las discusiones de los siguientes estudios: Zhang et al. (2024) para goma xantana; Patel et al. (2023) para goma guar; Babatunde & Byun (2023) para zeína; Atahu, M. K. (2022) para extractos de café; Amulya et al. (2022) para lignosulfonato de calcio; Islam, M. A., et al. (2022) para biochar; Nadeem, M., et al. (2023) para enzimas; Bagheri et al. (2023) para biopolímero de lignina; Oliveira & Costa (2024) para lignosulfonato; y Hassan & Mahmoud (2023) para melaza.Además, en la Tabla 5 se detallan los parámetros de dosificación utilizados en los estudios revisados, así como el tipo de suelo y el tiempo de curado más comúnmente aplicado. Estas condiciones son fundamentales para entender la variabilidad en los resultados, ya que una dosificación inadecuada o una etapa de curado insuficiente puede limitar la efectividad del aditivo.Tabla 5 Parámetros de dosificación y condiciones de curado en suelos arcillososAditivo orgánicoTipo de sueloRango de dosificación (%)Condiciones de curadoGoma guarArcilla expansiva0.5–2.07–28 díasGoma xantanaLimo arcilloso0.3–1.57–14 díasLignosulfonatoArcilla roja1.0–3.03–21 díasEnzima naturalArcilla arenosa0.2–0.814 díasMelazaLimo-arcilla1.5–5.07 díasExtracto de caféArcilla2.0–4.07–14 díasBiochar de plátanoArena arcillosa1.0–3.014–28 díasBiopolímero de ligninaLimo arcilloso1.0–4.014–28 díasBiopolímero de zeínaArcilla limosa0.5–2.07–21 díasLignosulfonato + ArenaSuelo cohesivo0.5-2.07-28 díasNota. Elaboración propia. Los rangos de dosificación y tiempos de curado corresponden a los protocolos experimentales detallados en: Zhang et al. (2024), Patel et al. (2023), Babatunde & Byun (2023), Atahu, M. K. (2022), Amulya et al. (2022), Islam, M. A., et al. (2022), Nadeem, M., et al. (2023), Bagheri et al. (2023), Oliveira & Costa (2024) y Hassan & Mahmoud (2023).DISCUSIÓN497078016180922050205Los resultados analizados en esta revisión permiten afirmar que los aditivos orgánicos tienen un efecto positivo en la mejora de propiedades mecánicas y de trabajabilidad de suelos arcillosos. Esta afirmación se alinea con lo reportado por Zhang et al. (2024), quienes señalaron que biopolímeros como la goma xantana permiten aumentar la resistencia a la compresión no confinada (UCS) hasta en un 180 %, gracias a la formación de enlaces poliméricos que cohesionan las partículas del suelo. Este efecto fue igualmente corroborado por Patel et al. (2023), quienes trabajaron con goma guar en suelos expansivos y observaron mejoras significativas en la capacidad portante y en la estabilidad volumétrica del terreno.En cuanto al índice CBR, los valores superiores al 30 % obtenidos en estudios como el de Hassan y Mahmoud (2022) quienes usaron melaza en mezclas limo-arcillosas respaldan la efectividad de este tipo de aditivos como estabilizantes viables para capas subrasantes, especialmente en zonas rurales con acceso limitado a cemento o cal. Esta mejora coincide con lo observado por Atahu, M. K. (2022), quienes trataron arcillas tropicales con extractos vegetales obtenidos de cáscara de café y lograron aumentos notables en la cohesión y resistencia.Por otro lado, la disminución en el índice de plasticidad observada en la mayoría de los casos revisados es coherente con lo mencionado por Oliveira y Costa (2022), quienes comprobaron que el lignosulfonato aplicado en arcilla roja puede reducir la plasticidad del suelo sin alterar su contenido natural de humedad. Este resultado es clave en regiones donde los suelos son altamente sensibles a variaciones climáticas, ya que una menor plasticidad se traduce en una menor susceptibilidad al agrietamiento.No obstante, algunos estudios señalan limitaciones importantes. Específicamente Nadeem, M., et al. (2023) indicaron que ciertos estabilizantes enzimáticos presentan comportamientos inconsistentes cuando no se respetan tiempos mínimos de curado o cuando la dosificación no está optimizada para el tipo específico de suelo. Esto se confirma con los datos presentados en la Tabla 3, donde se observa una variabilidad en las condiciones de curado que puede afectar directamente los resultados obtenidos. Según Hassan et al. (2022), la eficiencia de la melaza también depende del pH del suelo y de su contenido de materia orgánica, lo que sugiere que la respuesta geotécnica puede estar condicionada por factores contextuales que deben ser considerados en futuros estudios.495998519267022060206El análisis transversal de los estudios revisados sugiere una convergencia hacia la viabilidad técnica de los aditivos orgánicos con propiedades análogas a la lignina y taninos. Más allá de la mejora mecánica reportada, la tendencia observada en la literatura destaca que estos compuestos se perfilan como una solución integral, equilibrando el desempeño geotécnico con la sostenibilidad y la eficiencia económica frente a los métodos tradicionales.CONCLUSIONESLa revisión sistemática permite concluir que los aditivos orgánicos (biopolímeros, lignosulfonatos, enzimas y residuos) constituyen una alternativa técnica y ambientalmente viable frente a los estabilizantes tradicionales como el cemento y la cal. Se constató que estos compuestos mejoran significativamente las propiedades geotécnicas de los suelos arcillosos, destacando el desempeño de la goma xantana y guar en el incremento de la resistencia a la compresión (UCS) y del índice CBR, el cual alcanzó valores aptos para capas subrasantes. Esta mejora se atribuye a mecanismos de densificación, floculación y formación de redes poliméricas que reducen la plasticidad y la susceptibilidad a la humedad. 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