Meta-analysis of the unconfined compressive strength of Xanthan-stabilized soils

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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...

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Autores: Arbulu, Cesar, Solórzano Montesinos, Adán Wilbert, Solórzano Morales, Michaelle Pierina
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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network_name_str Revistas - Universidad Nacional San Antonio Abad del Cusco
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dc.title.none.fl_str_mv 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.
publishDate 2025
dc.date.none.fl_str_mv 2025-07-01
dc.type.none.fl_str_mv info:eu-repo/semantics/article
info:eu-repo/semantics/publishedVersion
format article
status_str publishedVersion
dc.identifier.none.fl_str_mv https://revistas.unsaac.edu.pe/index.php/ACS/article/view/1523
url https://revistas.unsaac.edu.pe/index.php/ACS/article/view/1523
dc.language.none.fl_str_mv spa
language spa
dc.relation.none.fl_str_mv https://revistas.unsaac.edu.pe/index.php/ACS/article/view/1523/2091
https://revistas.unsaac.edu.pe/index.php/ACS/article/view/1523/2101
dc.rights.none.fl_str_mv info:eu-repo/semantics/openAccess
eu_rights_str_mv openAccess
dc.format.none.fl_str_mv application/pdf
application/pdf
dc.publisher.none.fl_str_mv Universidad Nacional de San Antonio Abad del Cusco
publisher.none.fl_str_mv Universidad Nacional de San Antonio Abad del Cusco
dc.source.none.fl_str_mv 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
instname_str Universidad Nacional San Antonio Abad del Cusco
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reponame_str Revistas - Universidad Nacional San Antonio Abad del Cusco
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spelling 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
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