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	Pour les 35 documents Envoyer sur ORCID RSS ATOM Exporter BibTeX XML-TEI CSV RTF EndNote PDF HTML Export avancé	Page : Page précédente 1 2 Page suivante	triés par Pertinence Auteur A→Z Auteur Z→A Titre A→Z Titre Z→A Date de publication croissante Date de publication décroissante Date de dépôt croissante Date de dépôt décroissante

		Piled embankment on soft soil reinforced with geosynthetic Romain Girout , Matthieu Blanc , Luc Thorel , Daniel Dias 8th ICPMG Int. Conf. on Physical Modelling in Geotechnics, Jan 2014, Australia. pp.864-869 Communication dans un congrès hal-00956214v1	Envoyer sur ORCID Exporter BibTeX XML-TEI Dublin Core DC Terms EndNote DataCite Export avancé Partager Gmail Facebook X LinkedIn More
		Three-dimensional face stability analysis of circular tunnels by numerical simulations Daniel Dias , Jean-Pierre Janin , Abdul-Hamid Soubra , Richard Kastner ASCE Geocongress 2008, 2008, Nouvelle Orléans, United States. ⟨10.1061/40972(311)111⟩ Communication dans un congrès hal-01009049v1	Envoyer sur ORCID Exporter BibTeX XML-TEI Dublin Core DC Terms EndNote DataCite Export avancé Partager Gmail Facebook X LinkedIn More
		Probabilistic analysis of pressurized tunnels against face stability using collocation-based stochastic response surface method Guilhem Mollon , Daniel Dias , Abdul-Hamid Soubra Journal of Geotechnical and Geoenvironmental Engineering, 2011, 137 (4), pp.385-397. ⟨10.1061/(ASCE)GT.1943-5606.0000443⟩ Article dans une revue hal-01007212v1	Envoyer sur ORCID Exporter BibTeX XML-TEI Dublin Core DC Terms EndNote DataCite Export avancé Partager Gmail Facebook X LinkedIn More
		Numerical and experimental study on influence of installation effects on the behaviour of helical anchors in very dense sand Zorany Agudelo Perez , José A. Schiavon , Cristina de Hollanda Cavalcanti Tsuha , Daniel Dias , Luc Thorel Canadian Geotechnical Journal, 2017, 55 (8), pp.1067-1080. ⟨10.1139/cgj-2017-0137⟩ Article dans une revue hal-01915191v1	Envoyer sur ORCID Exporter BibTeX XML-TEI Dublin Core DC Terms EndNote DataCite Export avancé Partager Gmail Facebook X LinkedIn More
		Investigation of load transfer mechanisms in granular platforms reinforced by geosynthetics above cavities Minh-Tuan Pham , Laurent Briançon , Daniel Dias , Abdelkader Abdelouhab Geotextiles and Geomembranes, 2018, 46 (5), pp.611-624. ⟨10.1016/j.geotexmem.2018.04.015⟩ Article dans une revue hal-01841016v1	Envoyer sur ORCID Exporter BibTeX XML-TEI Dublin Core DC Terms EndNote DataCite Export avancé Partager Gmail Facebook X LinkedIn More
		Reliability-based approach for the stability analysis of shallow circular tunnels driven by a pressurized shield Guilhem Mollon , Daniel Dias , Abdul-Hamid Soubra 2nd International Conference on Computational Methods in Tunneling (EURO:TUN 2009), Sep 2009, Bochum, Germany Communication dans un congrès hal-01008825v1	Envoyer sur ORCID Exporter BibTeX XML-TEI Dublin Core DC Terms EndNote DataCite Export avancé Partager Gmail Facebook X LinkedIn More
		Two new limit analysis mechanisms for the computation of the collapse pressures of circular tunnels driven by a pressurized shield Guilhem Mollon , Daniel Dias , Abdul-Hamid Soubra 2nd International Conference on Computational Methods in Tunneling (EURO:TUN 2009), 2009, Bochum, Germany Communication dans un congrès hal-01009071v1	Envoyer sur ORCID Exporter BibTeX XML-TEI Dublin Core DC Terms EndNote DataCite Export avancé Partager Gmail Facebook X LinkedIn More
		Analyses of a pile-supported embankment over soft clay: Full-scale experiment, analytical and numerical approaches M. A. Nunez , Laurent Briançon , Daniel Dias Engineering Geology, 2013, 153, pp.53 - 67. ⟨10.1016/j.enggeo.2012.11.006⟩ Article dans une revue istex hal-01922798v1	Envoyer sur ORCID Exporter BibTeX XML-TEI Dublin Core DC Terms EndNote DataCite Export avancé Partager Gmail Facebook X LinkedIn More
		Geosynthetics impact on the reinforcement of compressible soil by rigid piles Romain Girout , Matthieu Blanc , Luc Thorel , Daniel Dias , Marcio Almeida Int. Symp. On design and practice of geosynthetic-reinforced soil structures, Oct 2013, Italy. pp.426-435 Communication dans un congrès hal-00955957v1	Envoyer sur ORCID Exporter BibTeX XML-TEI Dublin Core DC Terms EndNote DataCite Export avancé Partager Gmail Facebook X LinkedIn More
		Discrete and Continuum Numerical Modeling of Soil Arching between Piles Quoc Anh Tran , Pascal Villard , Daniel Dias International Journal of Geomechanics, 2019, 19 (2), pp.04018195. ⟨10.1061/(asce)gm.1943-5622.0001341⟩ Article dans une revue hal-01998425v1	Envoyer sur ORCID Exporter BibTeX XML-TEI Dublin Core DC Terms EndNote DataCite Export avancé Partager Gmail Facebook X LinkedIn More
		Face stability analysis of circular tunnels driven by a pressurized shield Guilhem Mollon , Daniel Dias , Abdul-Hamid Soubra Journal of Geotechnical and Geoenvironmental Engineering, 2010, 136 (1), pp.215-229. ⟨10.1061/(ASCE)GT.1943-5606.0000194⟩ Article dans une revue hal-01006892v1	Envoyer sur ORCID Exporter BibTeX XML-TEI Dublin Core DC Terms EndNote DataCite Export avancé Partager Gmail Facebook X LinkedIn More
		Dynamic Properties of a Compacted Residual Soil from the West Indies Lila Mouali , Guillaume Veylon , Daniel Dias , Laurent Peyras , Claudio Carvajal , et al. Geotechnics, 2023, 3, pp.254 - 277. ⟨10.3390/geotechnics3020015⟩ Article dans une revue hal-04220682v1	Envoyer sur ORCID Exporter BibTeX XML-TEI Dublin Core DC Terms EndNote DataCite Export avancé Partager Gmail Facebook X LinkedIn More
		Apport des géosynthétiques dans le renforcement par inclusions rigides des sols compressibles Romain Girout , Matthieu Blanc , Luc Thorel , Daniel Dias 9èmes rencontres géosynthétiques, Apr 2013, France. pp.457-466 Communication dans un congrès hal-00956224v1	Envoyer sur ORCID Exporter BibTeX XML-TEI Dublin Core DC Terms EndNote DataCite Export avancé Partager Gmail Facebook X LinkedIn More
		Effect of the soil–pile–structure interaction in seismic analysis: case of liquefiable soils Guillermo López Jiménez , Daniel Dias , Orianne Jenck Acta Geotechnica, 2018, ⟨10.1007/s11440-018-0746-2⟩ Article dans une revue hal-02001135v1	Envoyer sur ORCID Exporter BibTeX XML-TEI Dublin Core DC Terms EndNote DataCite Export avancé Partager Gmail Facebook X LinkedIn More
		Validation of a new 2D failure mechanism for the stability analysis of a pressurized tunnel face in a spatially varying sand Guilhem Mollon , Kok Kwang Phoon , Daniel Dias , Abdul-Hamid Soubra Journal of Engineering Mechanics - ASCE, 2011, 137 (1), pp.8-21. ⟨10.1061/(ASCE)EM.1943-7889.0000196⟩ Article dans une revue hal-01007418v1	Envoyer sur ORCID Exporter BibTeX XML-TEI Dublin Core DC Terms EndNote DataCite Export avancé Partager Gmail Facebook X LinkedIn More
		Rotational failure mechanisms for the face stability analysis of tunnels driven by a pressurized shield Guilhem Mollon , Daniel Dias , Abdul-Hamid Soubra International Journal for Numerical and Analytical Methods in Geomechanics, 2011, 35 (12), pp.1363-1388. ⟨10.1002/nag.962⟩ Article dans une revue hal-01007269v1	Envoyer sur ORCID Exporter BibTeX XML-TEI Dublin Core DC Terms EndNote DataCite Export avancé Partager Gmail Facebook X LinkedIn More
		Optimization of the Superconducting Linear Magnetic Bearing of a Maglev Vehicle Loic Queval , Guilherme Sotelo , Yassin Kharmiz , Daniel Dias , Felipe Sass , et al. IEEE Transactions on Applied Superconductivity, 2016, 26 (3), pp.1 - 5. ⟨10.1109/TASC.2016.2528989⟩ Article dans une revue hal-01756398v1	Envoyer sur ORCID Exporter BibTeX XML-TEI Dublin Core DC Terms EndNote DataCite Export avancé Partager Gmail Facebook X LinkedIn More
		A new 2D failure mechanism for face stability analysis of a pressurized tunnel in spatially variable sand Guilhem Mollon , Kok Kwang Phoon , Daniel Dias , Abdul-Hamid Soubra ASCE GeoFlorida 2010: Advances in Analysis, Modeling & Design, 2010, Florida, United States. ⟨10.1061/41095(365)208⟩ Communication dans un congrès hal-01007775v1	Envoyer sur ORCID Exporter BibTeX XML-TEI Dublin Core DC Terms EndNote DataCite Export avancé Partager Gmail Facebook X LinkedIn More
		Behavior of noncircular tunnels excavated in stratified rock masses – Case of underground coal mines Ngoc Anh Do , Daniel Dias , van Diep Dinh , Tien Tung Tran , van Canh Dao , et al. Journal of Rock Mechanics and Geotechnical Engineering, 2019, 11 (1), pp.99-110. ⟨10.1016/j.jrmge.2018.05.005⟩ Article dans une revue hal-02019384v1	Envoyer sur ORCID Exporter BibTeX XML-TEI Dublin Core DC Terms EndNote DataCite Export avancé Partager Gmail Facebook X LinkedIn More
		Extension of CSRSM for the parametric study of the face stability of pressurized tunnels Guilhem Mollon , Daniel Dias , Abdul-Hamid Soubra Georisk 2011, Geotechnical Risk Assessment and Management, ASCE, 2011, Atlanta, United States. ⟨10.1061/41183(418)126⟩ Communication dans un congrès hal-01008213v1	Envoyer sur ORCID Exporter BibTeX XML-TEI Dublin Core DC Terms EndNote DataCite Export avancé Partager Gmail Facebook X LinkedIn More
		Analyse 3D de la stabilité du front de taille d'un tunnel circulaire par une approche fiabiliste Guilhem Mollon , Daniel Dias , Abdul-Hamid Soubra Journées Nationales de Géotechnique et de Géologie de l'Ingénieur, Jun 2008, Nantes, France Communication dans un congrès hal-01007869v1	Envoyer sur ORCID Exporter BibTeX XML-TEI Dublin Core DC Terms EndNote DataCite Export avancé Partager Gmail Facebook X LinkedIn More
		Prediction of Piezometric Levels at the Rock Concrete Interface Considering the Non Linearity of Permeability in the Foundations Mathilde de Granrut , Alexandre Simon , Daniel Dias , Jean-Paul Fabre , Frédérique Letué Third International DAM WORLD Conference, Sep 2018, Foz do Iguaçu, Brazil Communication dans un congrès hal-02016651v1	Envoyer sur ORCID Exporter BibTeX XML-TEI Dublin Core DC Terms EndNote DataCite Export avancé Partager Gmail Facebook X LinkedIn More
		Probabilistic analysis of circular tunnels in homogeneous soil using response surface Methodology Guilhem Mollon , Daniel Dias , Abdul-Hamid Soubra Journal of Geotechnical and Geoenvironmental Engineering, 2009, 135 (9), pp.1314-1325. ⟨10.1061/(ASCE)GT.1943-5606.0000060⟩ Article dans une revue hal-01007210v1	Envoyer sur ORCID Exporter BibTeX XML-TEI Dublin Core DC Terms EndNote DataCite Export avancé Partager Gmail Facebook X LinkedIn More
		Influence of the scale of fluctuation of the friction angle on the face stability of a pressurized tunnel in sands Guilhem Mollon , Kok-Kwang Phoon , Daniel Dias , Abdul-Hamid Soubra ASCE Georisk 2011: Geotechnical Risk Assessment and Management, 2011, Atlanta, United States. ⟨10.1061/41183(418)14⟩ Communication dans un congrès hal-01008337v1	Envoyer sur ORCID Exporter BibTeX XML-TEI Dublin Core DC Terms EndNote DataCite Export avancé Partager Gmail Facebook X LinkedIn More
		Probabilistic analysis of the face stability of circular tunnels Guilhem Mollon , Daniel Dias , Abdul-Hamid Soubra International Foundation Congress & Equipment Expo (IFCEE'09), 2009, Florida, United States. pp.348-355, ⟨10.1061/41022(336)45⟩ Communication dans un congrès hal-01008676v1	Envoyer sur ORCID Exporter BibTeX XML-TEI Dublin Core DC Terms EndNote DataCite Export avancé Partager Gmail Facebook X LinkedIn More
		Experimental and numerical studies for geosynthetics anchorage with wrap around Seyed Hamid Lajevardi , Claire Silvani , Laurent Briançon , Villard Pascal , Dias Daniel 6th European Geosynthetics Congress, Sep 2016, Ljubljana, Slovenia Communication dans un congrès hal-01847133v1	Envoyer sur ORCID Exporter BibTeX XML-TEI Dublin Core DC Terms EndNote DataCite Export avancé Partager Gmail Facebook X LinkedIn More
		Range of the safe retaining pressures of a pressurized tunnel face by a probabilistic approach Guilhem Mollon , Daniel Dias , Abdul-Hamid Soubra Journal of Geotechnical and Geoenvironmental Engineering, 2013, 139 (11), pp.1954-1967. ⟨10.1061/(ASCE)GT.1943-5606.0000911⟩ Article dans une revue hal-01007229v1	Envoyer sur ORCID Exporter BibTeX XML-TEI Dublin Core DC Terms EndNote DataCite Export avancé Partager Gmail Facebook X LinkedIn More
		Probabilistic analyses of tunnelling-induced ground movements Guilhem Mollon , Daniel Dias , Abdul-Hamid Soubra Acta Geotechnica, 2013, 8 (2), pp.181-199. ⟨10.1007/s11440-012-0182-7⟩ Article dans une revue hal-01007199v1	Envoyer sur ORCID Exporter BibTeX XML-TEI Dublin Core DC Terms EndNote DataCite Export avancé Partager Gmail Facebook X LinkedIn More
		Probabilistic Analysis and Design of Circular Tunnels against Face Stability Guilhem Mollon , Dias Daniel , Abdul-Hamid Soubra International Journal of Geomechanics, 2009, 9 (6), pp.237-249. ⟨10.1061/ASCE1532-364120099:6237⟩ Article dans une revue hal-00907009v1	Envoyer sur ORCID Exporter BibTeX XML-TEI Dublin Core DC Terms EndNote DataCite Export avancé Partager Gmail Facebook X LinkedIn More
		Modèles physiques et numériques du renforcement des sols par inclusions rigides et géosynthétique Romain Girout , Matthieu Blanc , Luc Thorel , Daniel Dias JNGG 2014 - Journées Nationales de Géotechnique et de Géologie de l'Ingénieur, Jul 2014, BEAUVAIS, France. 10p Communication dans un congrès hal-01470594v1	Envoyer sur ORCID Exporter BibTeX XML-TEI Dublin Core DC Terms EndNote DataCite Export avancé Partager Gmail Facebook X LinkedIn More

Filtrer vos résultats

Piled embankment on soft soil reinforced with geosynthetic

Three-dimensional face stability analysis of circular tunnels by numerical simulations

Probabilistic analysis of pressurized tunnels against face stability using collocation-based stochastic response surface method

Numerical and experimental study on influence of installation effects on the behaviour of helical anchors in very dense sand

Investigation of load transfer mechanisms in granular platforms reinforced by geosynthetics above cavities

Reliability-based approach for the stability analysis of shallow circular tunnels driven by a pressurized shield

Two new limit analysis mechanisms for the computation of the collapse pressures of circular tunnels driven by a pressurized shield

Analyses of a pile-supported embankment over soft clay: Full-scale experiment, analytical and numerical approaches

Geosynthetics impact on the reinforcement of compressible soil by rigid piles

Discrete and Continuum Numerical Modeling of Soil Arching between Piles

Face stability analysis of circular tunnels driven by a pressurized shield

Dynamic Properties of a Compacted Residual Soil from the West Indies

Apport des géosynthétiques dans le renforcement par inclusions rigides des sols compressibles

Effect of the soil–pile–structure interaction in seismic analysis: case of liquefiable soils

Validation of a new 2D failure mechanism for the stability analysis of a pressurized tunnel face in a spatially varying sand

Rotational failure mechanisms for the face stability analysis of tunnels driven by a pressurized shield

Optimization of the Superconducting Linear Magnetic Bearing of a Maglev Vehicle

A new 2D failure mechanism for face stability analysis of a pressurized tunnel in spatially variable sand

Behavior of noncircular tunnels excavated in stratified rock masses – Case of underground coal mines

Extension of CSRSM for the parametric study of the face stability of pressurized tunnels

Analyse 3D de la stabilité du front de taille d'un tunnel circulaire par une approche fiabiliste

Prediction of Piezometric Levels at the Rock Concrete Interface Considering the Non Linearity of Permeability in the Foundations

Probabilistic analysis of circular tunnels in homogeneous soil using response surface Methodology

Influence of the scale of fluctuation of the friction angle on the face stability of a pressurized tunnel in sands

Probabilistic analysis of the face stability of circular tunnels

Experimental and numerical studies for geosynthetics anchorage with wrap around

Range of the safe retaining pressures of a pressurized tunnel face by a probabilistic approach

Probabilistic analyses of tunnelling-induced ground movements

Probabilistic Analysis and Design of Circular Tunnels against Face Stability

Modèles physiques et numériques du renforcement des sols par inclusions rigides et géosynthétique