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20240329122006.0 |
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m o d |
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160105s2015 ne o 101 0 eng d |
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|a N$T
|b eng
|e rda
|e pn
|c N$T
|d IOSPR
|d OCLCO
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|d IDEBK
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|d EBLCP
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|d OCLCQ
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|a 9781614996019
|q (electronic bk.)
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|a 1614996016
|q (electronic bk.)
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|z 9781614996002
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|a AU@
|b 000057035683
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|a (OCoLC)933740448
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|a TA710
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|a TEC
|x 009020
|2 bisacsh
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|a 624.1/5136
|2 23
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|a UAMI
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|a International Symposium on Deformation Characteristics of Geomaterials
|n (6th :
|d 2015 :
|c Buenos Aires, Argentina)
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| 245 |
1 |
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|a Deformation characteristics of geomaterials :
|b proceedings of the 6th International Symposium on Deformation Characteristics of Geomaterials, IS-Buenos Aires 2015, 15-18 November 2015, Buenos Aires, Argentina /
|c edited by Victor A. Rinaldi, Marcelo E. Zeballos and Juan Jose Clariá.
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| 264 |
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1 |
|a Amsterdam :
|b IOS Press,
|c 2015.
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| 300 |
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|a 1 online resource
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| 336 |
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|a text
|b txt
|2 rdacontent
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| 337 |
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|a computer
|b c
|2 rdamedia
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| 338 |
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|a online resource
|b cr
|2 rdacarrier
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| 490 |
1 |
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|a Advances in soil mechanics and geotechnical engineering ;
|v volume 6
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| 500 |
|
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|a International conference proceedings.
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| 500 |
|
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|a Includes indexes.
|
| 588 |
0 |
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|a Online resource; title from PDF title page (IOS Press, viewed January 5, 2016).
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| 505 |
0 |
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|a Title Page; Preface; Conference Organization; Contents; Bishop Lecture and Plenary Lecture; Advanced Testing and Modelling of Granular Materials with and Without Viscous Glue: Research and Practical Implication -- The Third Bishop Lecture; Compaction Characteristics and Physical Properties of Compacted Soil Controlled by the Degree of Saturation; Keynote Lectures; Rockfill Mechanics. Experimental Observations and DEM Modelling; Limitations of a Critical State Framework Applied to the Behaviour of Natural and ""Transitional"" Soils
|
| 505 |
8 |
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|a Shear Strength and Stiffness Anisotropy of Geologically Aged Stiff ClaysMeasurement and Application of Shear Wave Velocity to Various Geotechnical Problems; Hydro-Mechanical Behaviour of Shales; Improved Laboratory Techniques for Advanced Geotechnical Characterization Towards Matching in Situ Properties; Reviewed Papers; Behavior of Compacted Unsaturated Soil in Isotropic Compression, Cyclic and Monotonic Shear Loading Sequences in Undrained Condition; Influence of Initial Stress/Strain State on the Coefficient of Earth Pressure at Rest; Small Strain Modulus of Bio-Cemented Sand
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| 505 |
8 |
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|a Disk Transducer for Stiffness Measurement on Granular MaterialsExperimental Evaluation of Liquefaction Resistance of Unsaturated Sandy Soils; Development of Stacked-Ring Shear Apparatus for Multiple Liquefactions Tests; Effects of Inherent Anisotropy on Deformation and Strength Characteristics of a Reconstituted Sand; Element Tests on Lumpy Inhomogeneous Soil and Their Interpretation; Dynamic Shear Modulus of Kaolin-Silt Clay Using a Novel Technique; Study of the Mechanical Behavior of Unsaturated Argillaceous Rocks; Effect of Cement Type on the Mechanical Behavior of Fiber Reinforced Sands
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| 505 |
8 |
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|a Relationship Between Undrained Shear Strength and Shear Wave Velocity for ClaysDevelopment of Large Size Disk Transducer to Evaluate Elastic Properties of Coarse Granular Materials; Assessment of Shear Modulus by Different Seismic Wave-Based Techniques; In Situ and Laboratory Mechanical Characterization Using High-Resolution Fiber Optic Distributed Sensing; Experimental Investigation of Wave Propagation in Three Dimensions in Unbounded Particulate Assemblies; Frequency Domain Method in Bender Element Testing -- Experimental Observations
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| 505 |
8 |
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|a An Alternative Shear Strength Test for Saturated Fine-Grained Soils: Preliminary ResultsInfluence of Grading and Mineralogy on the Behaviour of Saprolites; Towards the Measurement of Fabric in Granular Materials With X-Ray Tomography; Observing Breakage in Sand Under Triaxial and Oedometric Loading in 3D; Early Age Cemented Paste Backfill Stiffness Development; Influence of Volumetric and Shear Strains on the Destructuration of Saprolitic Soils; Description and Calibration of Triaxial Tests with Internal Measurement of Displacement on Artificially Cemented Lateritic Soil
|
| 590 |
|
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|a ProQuest Ebook Central
|b Ebook Central Academic Complete
|
| 590 |
|
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|a eBooks on EBSCOhost
|b EBSCO eBook Subscription Academic Collection - Worldwide
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| 650 |
|
0 |
|a Soils
|x Plastic properties
|v Congresses.
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| 650 |
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0 |
|a Shear strength of soils
|v Congresses.
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| 650 |
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0 |
|a Soil mechanics
|v Congresses.
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| 650 |
|
6 |
|a Sols
|x Plasticité
|v Congrès.
|
| 650 |
|
6 |
|a Sols
|x Résistance au cisaillement
|v Congrès.
|
| 650 |
|
6 |
|a Mécanique des sols
|v Congrès.
|
| 650 |
|
7 |
|a TECHNOLOGY & ENGINEERING
|x Civil
|x General.
|2 bisacsh
|
| 650 |
|
7 |
|a Shear strength of soils
|2 fast
|
| 650 |
|
7 |
|a Soil mechanics
|2 fast
|
| 650 |
|
7 |
|a Soils
|x Plastic properties
|2 fast
|
| 655 |
|
7 |
|a Conference papers and proceedings
|2 fast
|
| 700 |
1 |
|
|a Rinaldi, Victor A.,
|e editor.
|
| 700 |
1 |
|
|a Zeballos, Marcelo E.,
|e editor.
|
| 700 |
1 |
|
|a Clariá, Juan Jose,
|e editor.
|
| 830 |
|
0 |
|a Advances in soil mechanics and geotechnical engineering ;
|v volume 6.
|
| 856 |
4 |
0 |
|u https://ebookcentral.uam.elogim.com/lib/uam-ebooks/detail.action?docID=4309753
|z Texto completo
|
| 938 |
|
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|a ProQuest Ebook Central
|b EBLB
|n EBL4309753
|
| 938 |
|
|
|a EBSCOhost
|b EBSC
|n 1135268
|
| 938 |
|
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|a ProQuest MyiLibrary Digital eBook Collection
|b IDEB
|n cis33479172
|
| 938 |
|
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|a YBP Library Services
|b YANK
|n 12788407
|
| 994 |
|
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|a 92
|b IZTAP
|
