Uso de Vinaza de Saccharum Officinarum para Estabilización de Suelos Cohesivos

Autor: Flor Lisbet Bustamante Salazar, Julio César Benites Chero, Noé Humberto Marín Bardales

Publikováno v: Infraestructura Vial, Vol 24, Iss 43 (2022)

El presente artículo muestra el uso de la vinaza de Saccharum officinarum en la estabilización de suelos cohesivos. Estos suelos en mención son aquellos que presentan propiedades de resistencia muy pobres, lo cual impide que el suelo trabaje de un

Externí odkaz: https://doaj.org/article/a31f3762cad3440fa53825b41f44dccc

DEGRADACIÓN DE SUELOS ANTE TENSION DE CORTE CÍCLICA

Autor: Rubén Ángel Galindo-Aires

Publikováno v: Lámpsakos, Vol 0, Iss 10, Pp 43-51 (2013)

Un suelo sometido a carga tangencial repetida se comporta de diferente manera al principio de la solicitación que después de un número de ciclos de carga. La respuesta del suelo es cada vez menos rígida, adquiriendo más deformación ante la mism

Externí odkaz: https://doaj.org/article/cc6d9492c7b34f81af0de5372a6a7eea

Uso de vinaza de Saccharum Officinarum para estabilización de suelos cohesivos

Autor: Bustamante Salazar, Flor Lisbet, Benites Chero, Julio César, Marín Bardales, Noé Humberto

Publikováno v: Infraestructura Vial; Vol. 24 No. 43 (2022): Issue 43 January-December 2022-Continuous publication-Open Issue; 1-9
Infraestructura Vial; Vol. 24 Núm. 43 (2022): Revista 43, Enero-Diciembre 2022-Publicación continua-Número abierto; 1-9
Infraestructura Vial; Vol. 24 N.º 43 (2022): Revista 43, Enero-Diciembre 2022-Publicación continua-Número abierto; 1-9
Portal de Revistas UCR
Universidad de Costa Rica
instacron:UCR

This article shows the use of Saccharum officinarum stillage in stabilizing cohesive soils. These soils in mention are those that present very poor resistance properties, which prevents the soil from working properly as part of a subgrade on a road.

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=od______3056::dd7356dbefe2d620216688ceb23dba20
https://revistas.ucr.ac.cr/index.php/vial/article/view/47995

Evaluation of the constitutive model Generalized Bounding Surface Model in the simulation of the behavior of cohesive soils

Autor: Molina Rincón, Tania Paola

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Repositorio UMNG
Universidad Militar Nueva Granada
instacron:Universidad Militar Nueva Granada

Conociendo las propiedades mecánicas y el comportamiento esfuerzo - deformación del suelo, se pueden hacer diseños más precisos donde se utilicen modelos constitutivos robustos, los cuales predicen de una mejor manera el comportamiento del suelo

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=dedup_wf_001::8ce18e9b2ced9b47ff853bd4afde28b9
https://hdl.handle.net/10654/21143

Numerical, theoretical and experimental validation of the material point method to solve geotechnical engineering problems

Autor: M.A. Llano-Serna, M.M. Farias

Publikováno v: UPCommons. Portal del coneixement obert de la UPC
Universitat Politècnica de Catalunya (UPC)

ResumenEste trabajo investiga la posibilidad de utilizar el método del punto material (MPM) para resolver problemas geotécnicos cuasiestáticos de pequeñas deformaciones y problemas dinámicos que presentan grandes distorsiones. Métodos tradicion

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_dedup___::0888ec126b3d5c5a75701b0446f72d83