000781036 000__ 05182cam\a2200565Ii\4500 000781036 001__ 781036 000781036 005__ 20230306143214.0 000781036 006__ m\\\\\o\\d\\\\\\\\ 000781036 007__ cr\nn\nnnunnun 000781036 008__ 170426s2017\\\\sz\a\\\\o\\\\\111\0\eng\d 000781036 020__ $$a9783319563978$$q(electronic book) 000781036 020__ $$a3319563971$$q(electronic book) 000781036 020__ $$z9783319563961 000781036 0247_ $$a10.1007/978-3-319-56397-8$$2doi 000781036 035__ $$aSP(OCoLC)ocn984149835 000781036 035__ $$aSP(OCoLC)984149835 000781036 040__ $$aGW5XE$$beng$$erda$$epn$$cGW5XE$$dN$T$$dEBLCP$$dYDX$$dUAB 000781036 049__ $$aISEA 000781036 050_4 $$aTA710.A1 000781036 08204 $$a624.1/513$$223 000781036 1112_ $$aInternational Workshop on Bifurcation and Degradation in Geomaterials$$n(11th :$$d2017 :$$cLimassol, Cyprus) 000781036 24510 $$aBifurcation and degradation of geomaterials with engineering applications :$$bproceedings of the 11th International Workshop on Bifurcation and Degradation in Geomaterials dedicated to Hans Muhlhaus, Limassol, Cyprus, 21-25 May 2017 /$$cEuripides Papamichos, Panos Papanastasiou, Elena Pasternak, Arcady Dyskin, editors. 000781036 264_1 $$aCham, Switzerland :$$bSpringer,$$c2017. 000781036 300__ $$a1 online resource (xvi, 623 pages) :$$billustrations. 000781036 336__ $$atext$$btxt$$2rdacontent 000781036 337__ $$acomputer$$bc$$2rdamedia 000781036 338__ $$aonline resource$$bcr$$2rdacarrier 000781036 4901_ $$aSpringer series in geomechanics and geoengineering,$$x1866-8755 000781036 500__ $$aInternational conference proceedings. 000781036 500__ $$aIncludes author index. 000781036 5050_ $$aPreface; Committees; Organizing Committee; Organizing Committee of Muhlhaus Tribute; Advisory Board; International Scientific Committee; Contents; Experimental Modeling of Instabilities Localization and Degradation; Localisation Precursors in Geomaterials?; 1 Introduction; 2 Materials and Methods; 3 Results and Analysis; 4 Conclusions; References; 2 Water Saturation Induced Strength Degradation of Callovo-Oxfordian Claystone; Abstract; 1 Introduction; 2 Materials, Experimental Device and Method; 3 Mechanical Curves; 4 Strength Degradation; 5 Conclusion; References 000781036 5058_ $$a3 Propagation and Evolution of Strain Localization in ClayAbstract; 1 Introduction; 2 Experimental Program; 3 Results; 4 Conclusions; Reference; Emergence of Strain Localization in Porous Rocks Characterized by Full-Field Measurement in Plane Strain Condition; 1 Introduction; 2 A True Triaxial Cell for Full Field Measurement and Studied Rocks; 3 Selected Results; 4 Conclusion; References; 5 Localization in Plane Strain Compression of Fluid-Saturated Rock; Abstract; 1 Introduction; 2 Background; 3 Methods; 4 Results; 5 Discussion and Conclusions; References 000781036 5058_ $$a6 3D Particle-Scale Displacement Gradient to Uncover the Onset of Shear Bands in SandAbstract; 1 Introduction; 2 Experiment; 3 Image Processing and Particle Tracking; 4 Conclusions; Acknowledgements; References; 7 Load Transmission by Granular Materials; Abstract; 1 Introduction; 2 Experimental Setup; 3 Applications of 2D Fourier Transforms; 4 Possible Applications of 2D Fourier Transforms; 5 Conclusion; References; 8 Periodic Stick-Slip Deformation of Granular Material Under Quasi-static Conditions; Abstract; 1 Introduction; 2 Experiments; 3 DEM Simulations; 4 Discussion of Results 000781036 5058_ $$a4.1 Cyclic Behaviour4.2 Minimum Displacement; 4.3 Comparison with DEM Simulations; 5 Conclusions; References; Constitutive Modeling and Multi-physical Coupling for Localization, Instabilities and Degradation of Geomaterials; 9 Modeling Physico-Chemical Degradation of Mechanical Properties to Assess Resilience of Geomaterials; Abstract; 1 Introduction; 2 The Essence of Time-Dependent Degradation and Resilience Assessment; 3 Modeling Framework for Degradation and Resilience Assessment; 4 Degradation of Coastal Calcarenite Subject to Water Inundation 000781036 5058_ $$a5 Degradation of Geomaterials via Drying-Cracking6 Conclusions; References; 10 Cyclic Elastoplastic Constitutive Model for Soils Based on Non-linear Kinematical Hardening Rule with Volumetric and Deviatoric Kinematical Parameters; Abstract; 1 Introduction; 2 Cyclic Elastoplastic Constitutive Model; 2.1 Total Strain Increments; 2.2 Overconsolidation Surface; 2.3 Yield Surface; 2.4 Plastic Potential Function; 3 Simulation Results; 4 Conclusions; References; 11 Theoretical Prediction of Strain Localization in Anisotropic Sand by Non-coaxial Elasto-Plasticity; Abstract; 1 Introduction 000781036 506__ $$aAccess limited to authorized users. 000781036 588__ $$aOnline resource; title from PDF title page (SpringerLink, viewed April 26, 2017). 000781036 650_0 $$aSoil mechanics$$vCongresses. 000781036 650_0 $$aGeophysics$$vCongresses. 000781036 650_0 $$aMaterials$$xFatigue$$vCongresses. 000781036 650_0 $$aMaterials$$xDeterioration$$vCongresses. 000781036 7001_ $$aPapamichos, Euripides,$$eeditor. 000781036 7001_ $$aPapanastasiou, Panos,$$eeditor. 000781036 7001_ $$aPasternak, Elena,$$eeditor. 000781036 7001_ $$aDyskin, Arcady V.,$$eeditor. 000781036 830_0 $$aSpringer series in geomechanics and geoengineering. 000781036 852__ $$bebk 000781036 85640 $$3SpringerLink$$uhttps://univsouthin.idm.oclc.org/login?url=http://link.springer.com/10.1007/978-3-319-56397-8$$zOnline Access$$91397441.1 000781036 909CO $$ooai:library.usi.edu:781036$$pGLOBAL_SET 000781036 980__ $$aEBOOK 000781036 980__ $$aBIB 000781036 982__ $$aEbook 000781036 983__ $$aOnline 000781036 994__ $$a92$$bISE