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020 _a9783540267362
_99783540267362
024 7 _a10.1007/b138014
_2doi
035 _avtls000346703
039 9 _a201509031116
_bVLOAD
_c201405070509
_dVLOAD
_y201402070903
_zstaff
040 _aMX-SnUAN
_bspa
_cMX-SnUAN
_erda
050 4 _aTA349-359
100 1 _aSchanz, Tom.
_eeditor.
_9326885
245 1 0 _aUnsaturated Soils: Experimental Studies :
_bProceedings of the International Conference “From Experimental Evidence towards Numerical Modeling of Unsaturated Soils,” Weimar, Germany, September 18–19, 2003 Volume I /
_cedited by Tom Schanz.
246 3 _aVolume I
264 1 _aBerlin, Heidelberg :
_bSpringer Berlin Heidelberg,
_c2005.
300 _axiv, 533 páginas 212 ilustraciones
_brecurso en línea.
336 _atexto
_btxt
_2rdacontent
337 _acomputadora
_bc
_2rdamedia
338 _arecurso en línea
_bcr
_2rdacarrier
347 _aarchivo de texto
_bPDF
_2rda
490 0 _aSpringer Proceedings in Physics,
_x0930-8989 ;
_v93
500 _aSpringer eBooks
505 0 _aHydraulic Behaviour -- Laboratory Experiments and Simulations on the Significance of Non-Equilibrium Effect in the Capillary Pressure-Saturation Relationship -- Determination of hydro-mechanical Properties of Sand -- Column test apparatus for the inverse estimation of soil hydraulic parameters under defined stress condition -- Water permeability of unsaturated compacted kaolin -- Moisture retention curve in landfilled waste -- The pF-curve of fine-grained soils at high pore water suction -- Structural Characterization - Measurement of Suction -- Influence of microstructure on geotechnical properties of clays -- Suction induced by static compaction -- Suction of compacted residual soils -- Creation of artificial loess soils -- Analysis of the mechanical response of an artificial collapsible soil -- Fabric Evolution of an Unsaturated Compacted Soil during Hydromechanical Loading -- Measurement of osmotic suction using the squeezing technique -- The use of different suction measurement techniques to determine water retention curves -- Measurement of Suction of Thick Textured Soil using Filter Paper Method and Equivalent Tensiometer — EQT -- Laboratory measurement of matric suction in pyroclastic soil using vacuum and high-suction tensiometers -- Expansive Soils -- Volume Change Behaviour of Fine Grained Soils -- Volume change behaviour of cohesive soils -- Swelling Pressures and Wetting-Drying Curves of a Highly Compacted Bentonite-Sand Mixture -- Results and interpretation of bentonite resaturation experiments with liquid water and water vapour -- Mechanical Behaviour -- Shear strength of unsaturated bentonite buffer material -- Evaluation of Yielding in Unsaturated Clays Using an Automated Triaxial Apparatus with Controlled Suction -- A triaxial device for unsaturated sand — New Developments -- Undrained Isotropic Compression of Soil -- Hydro-mechanical behaviour of a clayey silt under isotropic compression -- The concept of “apparent” Compression Index -- Behaviour of unsaturated cohesive soils subjected to cyclic loads -- Remarks on consolidation in unsaturated soils from experimental results -- Prediction and modeling of tensile stresses and shrinkage -- Tensile Strength of Compacted Clays -- Fine Fissuring of Clay Fill Materials for Flood Defence Embankments -- Laboratory investigation of the virgin drying of the Corinth Marl -- Applications -- From experimental evidence towards the assessment of weather-related railway embankment hazards -- Large scale hill creep in cohesive sediments: A field and model study -- The effect of soil suction in stability of partially submerged slopes -- Effects of unsaturation on the stability of a moraine slope -- A large physical Mock-Up model for investigating engineered barriers -- Experimental testing and modelling of a Design for HLW Disposal through a Large Scale Mock-Up.
520 _aUnderstanding the behaviour of unsaturated soils is becoming exclusively essential for geotechnical engineers and designers. This book includes the Proceedings of the International Conference "From Experimental Evidence Towards Numerical Modeling of Unsaturated Soils" uniting researchers and practitioners in geotechnical engineering on a single platform and discussing the problems associated with unsaturated soils. The objectives of the International Conference were: (a) to promote unsaturated soil mechanics for practical application, (b) to exchange experiences in experimental unsaturated soil mechanics and numerical modelling, (c) to discuss application of unsaturated soil mechanics to a variety of problems. The conference was additionally a status report in the frame of the DFG research group "Mechanics of Unsaturated Soils". The conference was organised under the auspices of the International Society of Soil Mechanics and Geotechnical Engineering (ISSMGE), the National German Geotechnical Society (DGGT) and funded by the German Research Fund (DFG).
590 _aPara consulta fuera de la UANL se requiere clave de acceso remoto.
710 2 _aSpringerLink (Servicio en línea)
_9299170
776 0 8 _iEdición impresa:
_z9783540211211
856 4 0 _uhttp://remoto.dgb.uanl.mx/login?url=http://dx.doi.org/10.1007/b138014
_zConectar a Springer E-Books (Para consulta externa se requiere previa autentificación en Biblioteca Digital UANL)
942 _c14
999 _c293860
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