Meta-analysis of the unconfined compressive strength of Xanthan-stabilized soils
Descripción del Articulo
Soil stabilization is aimed at improving the characteristics of soils with technical limitations through the incorporation of additional materials, thus generating soils that are optimized to support structural loads andprevent geotechnical damage. Biostabilization employs biological methods as an a...
| Autores: | , , |
|---|---|
| Formato: | artículo |
| Fecha de Publicación: | 2025 |
| Institución: | Universidad Nacional San Antonio Abad del Cusco |
| Repositorio: | Revistas - Universidad Nacional San Antonio Abad del Cusco |
| Lenguaje: | español |
| OAI Identifier: | oai:ojs.pkp.sfu.ca:article/1523 |
| Enlace del recurso: | https://revistas.unsaac.edu.pe/index.php/ACS/article/view/1523 |
| Nivel de acceso: | acceso abierto |
| Materia: | Estabilización de suelos compresión no confinada goma Xanthan |
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Revistas - Universidad Nacional San Antonio Abad del Cusco |
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Meta-analysis of the unconfined compressive strength of Xanthan-stabilized soils Meta-análise da resistência à compressão não confinada de solos estabilizados com xantana Meta-análisis de la resistencia a la compresión no confinada de suelos estabilizados con Xanthan |
| title |
Meta-analysis of the unconfined compressive strength of Xanthan-stabilized soils |
| spellingShingle |
Meta-analysis of the unconfined compressive strength of Xanthan-stabilized soils Arbulu, Cesar Estabilización de suelos compresión no confinada goma Xanthan |
| title_short |
Meta-analysis of the unconfined compressive strength of Xanthan-stabilized soils |
| title_full |
Meta-analysis of the unconfined compressive strength of Xanthan-stabilized soils |
| title_fullStr |
Meta-analysis of the unconfined compressive strength of Xanthan-stabilized soils |
| title_full_unstemmed |
Meta-analysis of the unconfined compressive strength of Xanthan-stabilized soils |
| title_sort |
Meta-analysis of the unconfined compressive strength of Xanthan-stabilized soils |
| dc.creator.none.fl_str_mv |
Arbulu, Cesar Solórzano Montesinos, Adán Wilbert Solórzano Morales, Michaelle Pierina |
| author |
Arbulu, Cesar |
| author_facet |
Arbulu, Cesar Solórzano Montesinos, Adán Wilbert Solórzano Morales, Michaelle Pierina |
| author_role |
author |
| author2 |
Solórzano Montesinos, Adán Wilbert Solórzano Morales, Michaelle Pierina |
| author2_role |
author author |
| dc.subject.none.fl_str_mv |
Estabilización de suelos compresión no confinada goma Xanthan |
| topic |
Estabilización de suelos compresión no confinada goma Xanthan |
| description |
Soil stabilization is aimed at improving the characteristics of soils with technical limitations through the incorporation of additional materials, thus generating soils that are optimized to support structural loads andprevent geotechnical damage. Biostabilization employs biological methods as an alternative to the use of cement, the use of which has serious environmental consequences. The extracellular bacterial polysaccharide called Xanthan gum has been studied as a soil stabilizer. However, the diversity of results in the scientific literature underlines the need for a consolidation of the observed effects on the geotechnical property of simple compressive strength. In the present study, the values of simple compression documented in indexed articles were consolidated through a meta-analysis of 27 articles. The main findings include the development of a response surface for simple compression values in different types of soils, considering varied curing times and different dosages of Xanthan gum. It is concluded that the amount of Xanthan gum applied to the soil can be classified into micro, meso and macro dosages. Also, the curing periods required to achieve strength improvements range from a few hours to several months. The effectiveness of Xanthan gum in increasing simple compressive strength is strongly influenced by soil type; it has been determined that strength can be quadrupled in clays. Finally, the main knowledge gaps related to soil stabilization by Xanthan gum have been identified. |
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2025 |
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2025-07-01 |
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info:eu-repo/semantics/article info:eu-repo/semantics/publishedVersion |
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article |
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publishedVersion |
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https://revistas.unsaac.edu.pe/index.php/ACS/article/view/1523 |
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https://revistas.unsaac.edu.pe/index.php/ACS/article/view/1523 |
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spa |
| language |
spa |
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https://revistas.unsaac.edu.pe/index.php/ACS/article/view/1523/2091 https://revistas.unsaac.edu.pe/index.php/ACS/article/view/1523/2101 |
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info:eu-repo/semantics/openAccess |
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openAccess |
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application/pdf application/pdf |
| dc.publisher.none.fl_str_mv |
Universidad Nacional de San Antonio Abad del Cusco |
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Universidad Nacional de San Antonio Abad del Cusco |
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Ambiente, Comportamiento y Sociedad; Vol. 7 Núm. 2 (2024): Sostenibilidad e Ingeniería; 74 - 99 2709-829X reponame:Revistas - Universidad Nacional San Antonio Abad del Cusco instname:Universidad Nacional San Antonio Abad del Cusco instacron:UNSAAC |
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Universidad Nacional San Antonio Abad del Cusco |
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UNSAAC |
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UNSAAC |
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Revistas - Universidad Nacional San Antonio Abad del Cusco |
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Revistas - Universidad Nacional San Antonio Abad del Cusco |
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1846521942358622208 |
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Meta-analysis of the unconfined compressive strength of Xanthan-stabilized soilsMeta-análise da resistência à compressão não confinada de solos estabilizados com xantanaMeta-análisis de la resistencia a la compresión no confinada de suelos estabilizados con XanthanArbulu, CesarSolórzano Montesinos, Adán WilbertSolórzano Morales, Michaelle Pierina Estabilización de sueloscompresión no confinadagoma XanthanSoil stabilization is aimed at improving the characteristics of soils with technical limitations through the incorporation of additional materials, thus generating soils that are optimized to support structural loads andprevent geotechnical damage. Biostabilization employs biological methods as an alternative to the use of cement, the use of which has serious environmental consequences. The extracellular bacterial polysaccharide called Xanthan gum has been studied as a soil stabilizer. However, the diversity of results in the scientific literature underlines the need for a consolidation of the observed effects on the geotechnical property of simple compressive strength. In the present study, the values of simple compression documented in indexed articles were consolidated through a meta-analysis of 27 articles. The main findings include the development of a response surface for simple compression values in different types of soils, considering varied curing times and different dosages of Xanthan gum. It is concluded that the amount of Xanthan gum applied to the soil can be classified into micro, meso and macro dosages. Also, the curing periods required to achieve strength improvements range from a few hours to several months. The effectiveness of Xanthan gum in increasing simple compressive strength is strongly influenced by soil type; it has been determined that strength can be quadrupled in clays. Finally, the main knowledge gaps related to soil stabilization by Xanthan gum have been identified.La estabilización del suelo se orienta a la mejora de las características de suelos con limitaciones técnicas mediante la incorporación de materiales adicionales, generando así suelos optimizados para soportar cargasestructurales y prevenir daños geotécnicos. La bioestabilización emplea métodos biológicos como una opción alternativa al uso de cemento, cuyo empleo trae graves consecuencias ambientales. El polisacárido extracelular bacteriano denominado goma Xanthan ha sido objeto de estudio como estabilizante del suelo. No obstante, la diversidad de resultados presentes en la literatura científica subraya la necesidad de unaconsolidación de los efectos observados sobre la propiedad geotécnica de resistencia a la compresión simple. En el presente estudio, se consolidaron los valores de compresión simple documentados en artículos indexados mediane un metaanálisis de 27 artículos. Los principales hallazgos incluyen el desarrollo de una superficie de respuesta para los valores de compresión simple en distintos tipos de suelos, considerando variados tiempos de curado y diferentes dosificaciones de goma Xanthan. Se concluye que la cantidad de goma Xanthan aplicada al suelo puede clasificarse en micro, meso y macro dosis. Asimismo, los períodos de curado necesarios para alcanzar mejoras en la resistencia oscilan desde unas pocas horas hasta varios meses. La efectividad de la goma Xanthan para incrementar la resistencia a la compresión simple está fuertemente influenciada por el tipo de suelo; se ha determinado que la resistencia puede cuadruplicarse en las arcillas. Finalmente, se han identificado las principales lagunas de conocimiento vinculadas a la estabilización de suelos mediante goma Xanthan.Universidad Nacional de San Antonio Abad del Cusco2025-07-01info:eu-repo/semantics/articleinfo:eu-repo/semantics/publishedVersionapplication/pdfapplication/pdfhttps://revistas.unsaac.edu.pe/index.php/ACS/article/view/1523Ambiente, Comportamiento y Sociedad; Vol. 7 Núm. 2 (2024): Sostenibilidad e Ingeniería; 74 - 992709-829Xreponame:Revistas - Universidad Nacional San Antonio Abad del Cuscoinstname:Universidad Nacional San Antonio Abad del Cuscoinstacron:UNSAACspahttps://revistas.unsaac.edu.pe/index.php/ACS/article/view/1523/2091https://revistas.unsaac.edu.pe/index.php/ACS/article/view/1523/2101Derechos de autor 2025 Cesar Arbulu, Adán Wilbert Solórzano Montesinos, Michaelle Pierina Solórzano Moralesinfo:eu-repo/semantics/openAccessoai:ojs.pkp.sfu.ca:article/15232025-09-08T17:08:00Z |
| score |
13.915584 |
Nota importante:
La información contenida en este registro es de entera responsabilidad de la institución que gestiona el repositorio institucional donde esta contenido este documento o set de datos. El CONCYTEC no se hace responsable por los contenidos (publicaciones y/o datos) accesibles a través del Repositorio Nacional Digital de Ciencia, Tecnología e Innovación de Acceso Abierto (ALICIA).
La información contenida en este registro es de entera responsabilidad de la institución que gestiona el repositorio institucional donde esta contenido este documento o set de datos. El CONCYTEC no se hace responsable por los contenidos (publicaciones y/o datos) accesibles a través del Repositorio Nacional Digital de Ciencia, Tecnología e Innovación de Acceso Abierto (ALICIA).