المؤلفون: Miled, Karim

مصطلحات موضوعية: [SPI] Engineering Sciences, Béton léger, Effet de taille, Effet d'échelle de volume, Mécanismes de rupture en compression, Modèle de type réseau

الاتاحة: http://pastel.archives-ouvertes.fr/pastel-00001820
http://pastel.archives-ouvertes.fr/docs/00/50/02/16/PDF/THESE_KMILED.pdf

المؤلفون: Maghrebi, Leila, Sabeur, Hassen, Miled, Karim

المصدر: Structural Concrete ; ISSN 1464-4177 1751-7648

الاتاحة: http://dx.doi.org/10.1002/suco.202400635
https://onlinelibrary.wiley.com/doi/pdf/10.1002/suco.202400635

المؤلفون: Naija, Ahmed, Miled, Karim

المصدر: Lecture Notes in Civil Engineering ; Building for the Future: Durable, Sustainable, Resilient ; page 578-587 ; ISSN 2366-2557 2366-2565 ; ISBN 9783031325182 9783031325199

الاتاحة: http://dx.doi.org/10.1007/978-3-031-32519-9_56
https://link.springer.com/content/pdf/10.1007/978-3-031-32519-9_56

المؤلفون: Ellouze Dorra, Miled Karim

المصدر: MATEC Web of Conferences, Vol 149, p 01027 (2018)

مصطلحات موضوعية: Engineering (General). Civil engineering (General), TA1-2040

Relation: https://doi.org/10.1051/matecconf/201814901027; https://doaj.org/toc/2261-236X; https://doaj.org/article/6ce6c6d6d56047198a0c1f3fc369f975

الاتاحة: https://doi.org/10.1051/matecconf/201814901027
https://doaj.org/article/6ce6c6d6d56047198a0c1f3fc369f975

المؤلفون: Ben Youssef, Marwa, Miled, Karim, Néji, Jamel

المصدر: European Journal of Environmental and Civil Engineering ; volume 24, issue 4, page 472-480 ; ISSN 1964-8189 2116-7214

الاتاحة: http://dx.doi.org/10.1080/19648189.2017.1398108
https://www.tandfonline.com/doi/pdf/10.1080/19648189.2017.1398108

المؤلفون: Naija, Ahmed, Miled, Karim

المصدر: Construction and Building Materials ; volume 351, page 128950 ; ISSN 0950-0618

الاتاحة: http://dx.doi.org/10.1016/j.conbuildmat.2022.128950
https://api.elsevier.com/content/article/PII:S095006182202606X?httpAccept=text/xml
https://api.elsevier.com/content/article/PII:S095006182202606X?httpAccept=text/plain

المؤلفون: Naija, Ahmed, Hassen, Ghazi, Limam, Oualid, Miled, Karim

المصدر: International Journal for Numerical and Analytical Methods in Geomechanics ; volume 44, issue 6, page 772-781 ; ISSN 0363-9061 1096-9853

الاتاحة: http://dx.doi.org/10.1002/nag.3030
https://api.wiley.com/onlinelibrary/tdm/v1/articles/10.1002%2Fnag.3030
https://onlinelibrary.wiley.com/doi/pdf/10.1002/nag.3030
https://onlinelibrary.wiley.com/doi/full-xml/10.1002/nag.3030

المؤلفون: Naija, Ahmed, Miled, Karim, Limam, Oualid

المصدر: Construction and Building Materials ; volume 175, page 714-725 ; ISSN 0950-0618

الاتاحة: http://dx.doi.org/10.1016/j.conbuildmat.2018.04.197
https://api.elsevier.com/content/article/PII:S0950061818310146?httpAccept=text/xml
https://api.elsevier.com/content/article/PII:S0950061818310146?httpAccept=text/plain

المؤلفون: Achour, Wafa Ben, Khay, Saloua El Euch, Miled, Karim, Neji, Jamel

المصدر: International Journal of Engineering Research in Africa; November 2021, Vol. 57 Issue: 1 p125-138, 14p

المؤلفون: Ben Youssef, Marwa, Miled, Karim, Néji, Jamel

المصدر: European Journal of Environmental & Civil Engineering; Mar2020, Vol. 24 Issue 4, p472-480, 9p

مصطلحات موضوعية: FOAM, YOUNG'S modulus, CONCRETE fatigue, AIR-entrained concrete, CONCRETE, FLEXURAL strength, FLEXURAL modulus

المؤلفون: Miled, Karim

الاتاحة: https://dx.doi.org/10.13140/rg.2.2.27783.29602
http://rgdoi.net/10.13140/RG.2.2.27783.29602

المؤلفون: Souissi, Salma, Miled, Karim, Hamdi, Essaieb, Sellami, Hédi

المصدر: International Journal of Geomechanics ; volume 17, issue 7 ; ISSN 1532-3641 1943-5622

الاتاحة: http://dx.doi.org/10.1061/(asce)gm.1943-5622.0000862
https://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0000862

Alternate Title: Experimental study of a foam concrete based on local Tunisian materials. (English)

المؤلفون: ELLOUZE, Dorra, MILED, Karim

المصدر: MATEC Web of Conferences; 2/14/2018, Vol. 149, p1-4, 4p

المؤلفون: Miled, Karim, Limam, Oualid, Sab, Karam

المساهمون: Laboratoire de Génie Civil Tunis (LR-LGC-ENIT), Ecole Nationale d'Ingénieurs de Tunis (ENIT), Université de Tunis El Manar (UTM)-Université de Tunis El Manar (UTM), Matériaux et Structures Architecturés (msa), Laboratoire Navier (navier umr 8205), Institut Français des Sciences et Technologies des Transports, de l'Aménagement et des Réseaux (IFSTTAR)-École nationale des ponts et chaussées (ENPC)-Centre National de la Recherche Scientifique (CNRS)-Institut Français des Sciences et Technologies des Transports, de l'Aménagement et des Réseaux (IFSTTAR)-École nationale des ponts et chaussées (ENPC)-Centre National de la Recherche Scientifique (CNRS)

المصدر: ISSN: 0378-4371 ; EISSN: 0378-4371.

مصطلحات موضوعية: Concrete, Compressive strength, Aggregates' size distribution, Statistical homogenization, [PHYS.MECA.MEMA]Physics [physics]/Mechanics [physics]/Mechanics of materials [physics.class-ph], [SPI.MECA.MEMA]Engineering Sciences [physics]/Mechanics [physics.med-ph]/Mechanics of materials [physics.class-ph]

الاتاحة: https://enpc.hal.science/hal-00697573
https://doi.org/10.1016/j.physa.20/2.01.051

المؤلفون: Miled, Karim

المساهمون: Ecole des Ponts ParisTech, Karam Sab

المصدر: https://pastel.hal.science/pastel-00001820 ; Engineering Sciences [physics]. Ecole des Ponts ParisTech, 2005. English. ⟨NNT : ⟩.

مصطلحات موضوعية: Lighweight concrete, Particle size effect, Volume size effect, Compressive failure mechanisms, Lattice model, Béton léger, Effet de taille, Effet d'échelle de volume, Mécanismes de rupture en compression, Modèle de type réseau, [SPI]Engineering Sciences [physics]

Relation: pastel-00001820; https://pastel.hal.science/pastel-00001820; https://pastel.hal.science/pastel-00001820/document; https://pastel.hal.science/pastel-00001820/file/THESE_KMILED.pdf

الاتاحة: https://pastel.hal.science/pastel-00001820
https://pastel.hal.science/pastel-00001820/document
https://pastel.hal.science/pastel-00001820/file/THESE_KMILED.pdf

المؤلفون: Miled, Karim, Limam, Oualid, Sab, Karam

Relation: http://www.sciencedirect.com/science/article/pii/S0378437112000957

الاتاحة: http://www.sciencedirect.com/science/article/pii/S0378437112000957