المؤلفون: Useche-Infante, Danny José, Aiassa-Martinez, Gonzalo Martin, Arrua, Pedro Ariel, Eberhardt, Marcelo

المصدر: Indian Geotechnical Journal; Aug2024, Vol. 54 Issue 4, p1157-1173, 17p

المؤلفون: Useche-Infante, Danny José, Aiassa-Martinez, Gonzalo Martin, Arrua, Pedro Ariel, Eberhardt, Marcelo

المصدر: Innovative Infrastructure Solutions ; volume 7, issue 3 ; ISSN 2364-4176 2364-4184

الاتاحة: http://dx.doi.org/10.1007/s41062-022-00830-y
https://link.springer.com/content/pdf/10.1007/s41062-022-00830-y.pdf
https://link.springer.com/article/10.1007/s41062-022-00830-y/fulltext.html

المؤلفون: Useche Infante, Danny Jose, Aiassa Martinez, Gonzalo Martin, Arrúa, Pedro, Eberhardt, Marcelo

مصطلحات موضوعية: Ingeniería Civil, SHALLOW FOUNDATIONS, INGENIERÍAS Y TECNOLOGÍAS, GEOGRID, Otras Ingeniería Civil, REINFORCED SOIL, BEARING CAPACITY RATIO

وصف الملف: application/pdf

URL الوصول: https://explore.openaire.eu/search/publication?articleId=od______3498::9b5a8aa8b5136f4ca683ffc0d552d8e8
http://www.ejge.com/2015/JourTOC20.23.htm

المؤلفون: Useche Infante, Danny Jose, Aiassa Martinez, Gonzalo Martin, Arrua, Pedro Ariel, Eberhardt, Marcelo Gabriel

مصطلحات موضوعية: Lechada cementicia, Pilotes perforados, Celda de precarga, https://purl.org/becyt/ford/2.1, https://purl.org/becyt/ford/2

وصف الملف: application/pdf

Relation: info:eu-repo/semantics/altIdentifier/url/https://www.editoresasagai.org.ar/ojs/index.php/rgaia/article/view/229; http://hdl.handle.net/11336/238933; Useche Infante, Danny Jose; Aiassa Martinez, Gonzalo Martin; Arrua, Pedro Ariel; Eberhardt, Marcelo Gabriel; Pilotes perforados con inyección de lechada cementicia en la punta: Estudio de casos; Asociación Argentina de Geología Aplicada a la Ingeniería; Revista de Geología Aplicada a la Ingeniería y al Ambiente; 49; 9-2022; 37-42; CONICET Digital; CONICET

الاتاحة: http://hdl.handle.net/11336/238933

المؤلفون: Useche Infante, Danny Jose, Aiassa Martinez, Gonzalo Martin, Arrua, Pedro Ariel, Eberhardt, Marcelo Gabriel

مصطلحات موضوعية: DIRECT SHEAR TEST, GEOSYNTHETICS, REINFORCED SAND, SHEAR STRENGTH IMPROVEMENT, https://purl.org/becyt/ford/2.1, https://purl.org/becyt/ford/2

وصف الملف: application/pdf

Relation: info:eu-repo/semantics/altIdentifier/url/http://link.springer.com/10.1007/s40891-016-0058-2; http://hdl.handle.net/11336/179690; Useche Infante, Danny Jose; Aiassa Martinez, Gonzalo Martin; Arrua, Pedro Ariel; Eberhardt, Marcelo Gabriel; Shear Strength Behavior of Different Geosynthetic Reinforced Soil Structure from Direct Shear Test; Springer; International Journal of Geosynthetics and Ground Engineering; 2; 2; 5-2016; 1-16; CONICET Digital; CONICET

الاتاحة: http://hdl.handle.net/11336/179690

المؤلفون: Useche Infante, Danny Jose, Aiassa Martinez, Gonzalo Martin, Arrua, Pedro, Eberhardt, Marcelo Gabriel

مصطلحات موضوعية: Scale effect, bearing capacity, circular footings, geogrid-reinforced sand, https://purl.org/becyt/ford/2.1, https://purl.org/becyt/ford/2

وصف الملف: application/pdf

Relation: http://hdl.handle.net/11336/238540; CONICET Digital; CONICET

الاتاحة: http://hdl.handle.net/11336/238540

المؤلفون: Useche Infante, Danny Jose, Aiassa Martinez, Gonzalo Martin, Arrúa, Pedro, Eberhardt, Marcelo

مصطلحات موضوعية: SHALLOW FOUNDATIONS, GEOGRID, REINFORCED SOIL, BEARING CAPACITY RATIO, Otras Ingeniería Civil, Ingeniería Civil, INGENIERÍAS Y TECNOLOGÍAS, geo, archi

Relation: http://hdl.handle.net/11336/71918

الاتاحة: http://hdl.handle.net/11336/71918

المؤلفون: Useche Infante, Danny Jose, Aiassa Martinez, Gonzalo Martin, Arrua, Pedro Ariel, Eberhardt, Marcelo Gabriel

مصطلحات موضوعية: Drilled shaft, Post-grouted, Load test, Scale model, https://purl.org/becyt/ford/2.1, https://purl.org/becyt/ford/2

وصف الملف: application/pdf

Relation: info:eu-repo/semantics/altIdentifier/url/https://link.springer.com/10.1007/s41062-022-00830-y; http://hdl.handle.net/11336/238522; Useche Infante, Danny Jose; Aiassa Martinez, Gonzalo Martin; Arrua, Pedro Ariel; Eberhardt, Marcelo Gabriel; Performance evaluation of post-grouted drilled shafts: a review; Springer; Innovative Infrastructure Solutions; 7; 3; 5-2022; 1-23; CONICET Digital; CONICET

الاتاحة: http://hdl.handle.net/11336/238522

المؤلفون: Useche Infante, Danny Jose, Aiassa Martinez, Gonzalo Martin, Arrua, Pedro, Eberhardt, Marcelo Gabriel

مصطلحات موضوعية: BOUSSINESQ’S METHOD, CIRCULAR FOOTING, FINITE ELEMENT METHOD(FEM), LOAD CELLS, SAND, STRESS DISTRIBUTION, https://purl.org/becyt/ford/2.1, https://purl.org/becyt/ford/2

وصف الملف: application/pdf

Relation: http://hdl.handle.net/11336/102138; Useche Infante, Danny Jose; Aiassa Martinez, Gonzalo Martin; Arrua, Pedro; Eberhardt, Marcelo Gabriel; Scale model to measure stress under circular footings resting on sand; Taylor and Francis Ltd.; International Journal of Geotechnical Engineering; 10-2018; 1-10; CONICET Digital; CONICET

الاتاحة: http://hdl.handle.net/11336/102138