Search results
- 1.0092138 - ÚTAM 2008 RIV DE eng J - Journal Article
Mašín, David - Herle, I.
Improvement of a hypoplastic model to predict clay behaviour under undrained conditions.
[Vylepšení hypoplastického modelu pro predikce chování jílů v nedrénovaných podmínkách.]
Acta Geotechnica. Roč. 2, č. 4 (2007), s. 261-268. ISSN 1861-1125. E-ISSN 1861-1133
R&D Projects: GA AV ČR(CZ) IAA200710605
Institutional research plan: CEZ:AV0Z20710524
Keywords : clay * hypoplasticity * non-linearity * response envelopes * undrained stress paths
Subject RIV: JM - Building Engineering
Permanent Link: http://hdl.handle.net/11104/0152541 - 2.0092136 - ÚTAM 2008 RIV CA eng J - Journal Article
Mašín, David
A hypoplastic constitutive model for clays with meta-stable structure.
[Hypoplastický model pro jíly s meta-stabilní strukturou.]
Canadian Geotechnical Journal. Roč. 44, č. 3 (2007), s. 363-375. ISSN 0008-3674. E-ISSN 1208-6010
R&D Projects: GA AV ČR(CZ) IAA200710605
Institutional research plan: CEZ:AV0Z20710524
Keywords : constitutive relations * hypoplasticity * clays * structure of soils
Subject RIV: JM - Building Engineering
Impact factor: 0.542, year: 2007
Permanent Link: http://hdl.handle.net/11104/0152540 - 3.0092130 - ÚTAM 2008 RIV GB eng J - Journal Article
Stallebrass, S. E. - Atkinson, J. H. - Mašín, David
Manufacture of Samples of Overconsolidated Clay by Laboratory Sedimentation.
[Výroba vzorků překonsolidovaného jílu pomocí sedimentace v laboratoři.]
Geotechnique. Roč. 57, č. 2 (2007), s. 249-253. ISSN 0016-8505. E-ISSN 1751-7656
Institutional research plan: CEZ:AV0Z20710524
Keywords : clay * compressibility * fabric/structure of soils * laboratory tests * sedimentation * stiffness
Subject RIV: JN - Civil Engineering
Impact factor: 0.580, year: 2007
Permanent Link: http://hdl.handle.net/11104/0152536 - 4.0045266 - ÚTAM 2007 RIV SIGLE US eng J - Journal Article
Mašín, David - Tamagnini, C. - Viggiani, G. - Contanzo, D.
Directional response of a reconstituted fine-grained soil - Part II: performance of different constitutive models.
[Směrová odezva rekonstituované jemnozrnné zeminy - Ćást II: chování různých konstitučních modelů.]
International Journal for Numerical and Analytical Methods in Geomechanics. Roč. 30, č. 13 (2006), s. 1303-1336. ISSN 0363-9061. E-ISSN 1096-9853
R&D Projects: GA AV ČR(CZ) IAA200710605
Institutional research plan: CEZ:AV0Z20710524
Keywords : incremental non-linearity * plasticity * hypoplasticity * strain response envelopes
Subject RIV: JM - Building Engineering
Impact factor: 0.797, year: 2006
Permanent Link: http://hdl.handle.net/11104/0137840 - 5.0026642 - ÚTAM 2007 RIV GB eng J - Journal Article
Mašín, David - Herle, Ivo
State boundary surface of a hypoplastic model for clays.
[Mezní plocha hypoplastického modelu pro jíly.]
Computers and Geotechnics. Roč. 32, č. 6 (2005), s. 400-410. ISSN 0266-352X. E-ISSN 1873-7633
R&D Projects: GA ČR(CZ) GA103/04/0672
Grant - others:Evropská komise SSPI-CT-2003-501837
Institutional research plan: CEZ:AV0Z20710524
Keywords : hypoplasticity * clay * limit state
Subject RIV: JM - Building Engineering
Impact factor: 0.562, year: 2005
Permanent Link: http://hdl.handle.net/11104/0116857 - 6.0026542 - ÚTAM 2010 RIV GB eng J - Journal Article
Mašín, David
A hypoplastic constitutive model for clays.
[Hypoplastický model pro jíly.]
International Journal for Numerical and Analytical Methods in Geomechanics. Roč. 29, č. 4 (2005), s. 311-336. ISSN 0363-9061. E-ISSN 1096-9853
Institutional research plan: CEZ:AV0Z20710524
Keywords : clay * constitutive model * hypoplasticity
Subject RIV: JM - Building Engineering
Impact factor: 0.590, year: 2005
Permanent Link: http://hdl.handle.net/11104/0116777