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1. Full Text Compaction behaviour of clay
by Tarantino, A and De Col, E
Geotechnique, ISSN 0016-8505, 04/2008, Volume 58, Issue 3, pp. 199 - 213
This paper presents an experimental study of the compaction behaviour of non-active clay. One-dimensional static compaction tests were carried out at high and... 
Clays | Laboratory tests | Suction | Fabric/structure of soils | Compaction | Partial saturation | partial saturation | suction | laboratory tests | MODEL | fabric/structure of soils | GEOSCIENCES, MULTIDISCIPLINARY | clays | SILT | ENGINEERING, GEOLOGICAL | compaction | UNSATURATED SOIL | MECHANICAL-BEHAVIOR | PORE-SIZE DISTRIBUTIONS | MICROSTRUCTURE | SATURATION
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2. Full Text Compaction behavior of bimodal iron nanopowder agglomerate
by Song, Jun-ll and Lee, Geon-Yong and Lee, Jai-Sung and Choi, Joon-Phil
Powder Technology, ISSN 0032-5910, 10/2018, Volume 338, pp. 333 - 341
The compaction behavior of structure-modified Fe nanopowders having agglomerates of spherical shape and a bimodal particle size distribution was investigated... 
Compaction behavior | Fe nanopowder | Spherical agglomerate | Bimodal size distribution | ENGINEERING, CHEMICAL | CONSOLIDATION | DENSIFICATION | PARTICLES | POWDER COMPACTION | ALUMINA | CERAMICS
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3. Full Text Voids effect on the swelling behaviour of compacted bentonite
by Bian, X and Cui, YJ and Li, XZ
GEOTECHNIQUE, ISSN 0016-8505, 07/2019, Volume 69, Issue 7, pp. 593 - 605
This paper investigates the swelling behaviour of compacted MX80 bentonite under hydration with the presence of initial voids that simulate the technological... 
DENSITY | MIXTURE | expansive soils | radioactive waste disposal | HYDROMECHANICAL BEHAVIOR | ENGINEERING, GEOLOGICAL | compaction | microscopy | MECHANICAL-BEHAVIOR | MICROSTRUCTURE CHANGES | CLAY | fabric/structure of soils
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4. Full Text Stress-strain behavior of sand at high strain rates
by Omidvar, Mehdi and Iskander, Magued and Bless, Stephan
International Journal of Impact Engineering, ISSN 0734-743X, 11/2012, Volume 49, pp. 192 - 213
A review of the response of sand under high strain rate (HSR) loading is presented. The response observed in HSR uniaxial compression tests, split-hopkinson... 
Dynamic response | Impact | Uniaxial compression | Split hopkinson pressure bar | Dynamic triaxial test | DYNAMIC COMPACTION | PENETRATION | STRENGTH | COMPRESSION | DEFORMATION | ENGINEERING, MECHANICAL | SHOCK-WAVE | PULSE SHAPING TECHNIQUES | MECHANICS | EVOLUTION | DILATANCY | Sand | Stress-strain relationships | Grains | High strain rate | Saturation | Shock loading | Confining | Void ratio
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5. Full Text Behavior of cement-stabilized fiber-reinforced pond ash, rice husk ash–soil mixtures
by Kumar, Arvind and Gupta, Deepak
Geotextiles and Geomembranes, ISSN 0266-1144, 06/2016, Volume 44, Issue 3, pp. 466 - 474
In order to study the effect of addition of rice husk ash, pond ash, cement and fiber on the compaction and strength behavior of clay, a series of tests were... 
Admixtures | RHA | Compaction | UCS | Fibers | BEARING RATIO BEHAVIOR | ENGINEERING PROPERTIES | GEOSCIENCES, MULTIDISCIPLINARY | TENSILE-STRENGTH | ENGINEERING, GEOLOGICAL | MECHANICAL-BEHAVIOR | FLY-ASH | POLYPROPYLENE FIBER | Ponds | Cements | Clay (material) | Soil (material) | Ashes | Strength
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6. Relationship of superpave gyratory compaction properties to HMA rutting behavior
by Anderson, R. Michael and United States. Federal Highway Administration and National Research Council (U.S.). Transportation Research Board and National Cooperative Highway Research Program and American Association of State Highway and Transportation Officials
2002, NCHRP report, ISBN 9780309067676, Volume 478., 59
Pavements, Ashphalt | Pavements | Performance
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7. Full Text Experimental behaviour of concrete box culverts — comparison with current codes of practice
by Cristelo, Nuno and Félix, Carlos and Figueiras, Joaquim
Canadian Geotechnical Journal, ISSN 0008-3674, 2019, Volume 56, Issue 7, pp. 970 - 982
It is now accepted that current expeditious models for determining earth pressures on flexible underground structures under compacted layers do not include... 
structural instrumentation | analyse numérique | numerical analysis | pression de la terre | ponceaux | instrumentation structurelle | earth pressure | culverts | GEOSCIENCES, MULTIDISCIPLINARY | BACKFILL | ENGINEERING, GEOLOGICAL | Soil structure | Models | Numerical analysis | Societies | Associations, institutions, etc | Analysis | Earth pressure | Soil-structure interaction | Deformation | Codes of Practice | Underground structures | Roads & highways | Transportation | Culverts | Pressure | Design optimization | Finite element method | Embankments | Earth | Design | Drainage | Soils | Robustness (mathematics) | Soil compaction | Mathematical models | Concrete | Numerical models | Finite element analysis
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8. Full Text Counterintuitive Compaction behavior of Clopidogrel Bisulfate Polymorphs
by Khomane, Kailas S and More, Parth K and Bansal, Arvind K
Journal of Pharmaceutical Sciences, ISSN 0022-3549, 07/2012, Volume 101, Issue 7, pp. 2408 - 2416
Being a density violator, clopidogrel bisulfate (CLP) polymorphic system (forms I and II) allows us to study individually the impact of molecular packing (true... 
bonding strength | density violator | X-ray diffractometry | clopidogrel bisulfate | polymorphism | compression | Heckel plot | mechanical properties | compaction behavior | solid state | X‐ray diffractometry | Solid state | Compression | Density violator | Bonding strength | Clopidogrel bisulfate | Compaction behavior | Mechanical properties | Polymorphism | CHEMISTRY, MEDICINAL | COMPRESSION BEHAVIOR | POWDER COMPACTION | CHEMISTRY, MULTIDISCIPLINARY | YOUNGS MODULUS | FORCE | PHARMACOLOGY & PHARMACY | DISPLACEMENT | Tensile Strength | Models, Chemical | Tablets | X-Ray Diffraction | Crystallization | Platelet Aggregation Inhibitors - chemistry | Ticlopidine - chemistry | Porosity | Ticlopidine - analogs & derivatives
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9. Full Text Mechanics of Pharmaceutical Pellets—Constitutive Properties, Deformation, and Breakage Behavior
by Russell, Alexander and Šibanc, Rok and Dreu, Rok and Müller, Peter
Journal of Pharmaceutical Sciences, ISSN 0022-3549, 02/2018, Volume 107, Issue 2, pp. 571 - 586
To ensure robust manufacturing of unit-based oral solid dosage forms with minimal structural imperfections and high mechanical reliability across subsequent... 
physical characterization | water in solids | microcrystalline cellulose | compression | excipients | image analysis | solid dosage form | fluid-bed | mechanical properties | powder technology | CHEMISTRY, MEDICINAL | ZEOLITE 4A GRANULES | COMPRESSION BEHAVIOR | DRYING KINETICS | CHEMISTRY, MULTIDISCIPLINARY | LOW SUBSTITUTED HYDROXYPROPYLCELLULOSE | MICROCRYSTALLINE CELLULOSE PELLETS | PARTICLE KINEMATICS | ROLL COMPACTION/DRY GRANULATION | MOISTURE-CONTENT | TABLETTING BEHAVIOR | PHARMACOLOGY & PHARMACY | SWELLING PROPERTIES | Tensile Strength | Cellulose - chemistry | Reproducibility of Results | Drug Implants - chemistry | Excipients - chemistry | Drug Compounding - methods | Stress, Mechanical
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10. Compaction behavior of bimodal iron nanopowder agglomerate
by Jun-ll Song and Geon-Yong Lee and Joon-Phil Choi and Jai-Sung Lee
Powder Technology, ISSN 0032-5910, 10/2018, Volume 338, p. 333
The compaction behavior of structure-modified Fe nanopowders having agglomerates of spherical shape and a bimodal particle size distribution was investigated... 
Particle size | Size distribution | Densification | Deformation | Deformation mechanisms | Theoretical density | Iron | Agglomeration | Compaction | Density | Pressure | Nanoparticles | Compacting | Particle size distribution | Interstices | Agglomerates | Low pressure | Filling | Microstructure
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11. Full Text Impact of multiple drying–wetting cycles on shear behaviour of an unsaturated compacted clay
by Chen, Rui and Xu, Tao and Lei, Weidong and Zhao, Yanru and Qiao, Jie
Environmental Earth Sciences, ISSN 1866-6280, 10/2018, Volume 77, Issue 19, pp. 1 - 9
Experimental investigations on the impact of multiple drying–wetting cycles on mechanical behaviour of unsaturated soils, particularly on shear behaviour, are... 
Suction | Clay | Direct shear test | Earth Sciences | Hydrology/Water Resources | Biogeosciences | Drying–wetting cycle | Geology | Geochemistry | Terrestrial Pollution | Hydro-mechanical behaviour | Suction history | Environmental Science and Engineering | POROSITY | HYDROMECHANICAL BEHAVIOR | WATER RESOURCES | Drying-wetting cycle | MODEL | ENVIRONMENTAL SCIENCES | GEOSCIENCES, MULTIDISCIPLINARY | SOIL | HYDRAULIC HYSTERESIS | Green technology | Stresses | Cycles | Shear tests | Unsaturated soils | Wetting | Shear strength | Mechanical properties | Soil mechanics | Clays | Soils | Soil suction | Soil compaction | Dilation | Drying
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12. Full Text Mechanical behaviour and failure modes in the Whakaari (White Island volcano) hydrothermal system, New Zealand
by Heap, Michael J and Kennedy, Ben M and Pernin, Noémie and Jacquemard, Laura and Baud, Patrick and Farquharson, Jamie I and Scheu, Bettina and Lavallée, Yan and Gilg, H. Albert and Letham-Brake, Mark and Mayer, Klaus and Jolly, Arthur D and Reuschlé, Thierry and Dingwell, Donald B
Journal of Volcanology and Geothermal Research, ISSN 0377-0273, 03/2015, Volume 295, pp. 26 - 42
Volcanic hydrothermal systems host a prodigious variety of physico-chemical conditions. The physico-chemical state and mechanical behaviour of rocks within is... 
Shear fracture | Pore collapse | Dilatant | Compaction | Structural stability | Seismicity | PERMEABILITY EVOLUTION | MOUNT-SPURR VOLCANO | TRIAXIAL DEFORMATION | CAMPI FLEGREI | ROCK PHYSICAL-PROPERTIES | POROUS ROCKS | CATACLASTIC FLOW | TRANSITION | GEOSCIENCES, MULTIDISCIPLINARY | ELASTIC-WAVE VELOCITIES | GROUND DEFORMATION | Hydrothermal systems (Geology) | Wave propagation | Permeability | Volcanoes | Earth Sciences | Sciences of the Universe | Geophysics
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13. Full Text On the tangential contact behavior at elastic–plastic spherical contact problems
by Olsson, E and Larsson, P.-L and Skolan för teknikvetenskap (SCI) and Hållfasthetslära (Inst.) and KTH and Hållfasthetslära (Avd.)
Wear, ISSN 0043-1648, 11/2014, Volume 319, Issue 1-2, pp. 110 - 117
The problem of tangential contact between an elastic–plastic sphere and a rigid plane is studied analytically and numerically with the specific aim to derive... 
Powder compaction | Spherical contact | Finite element simulations | Shear stresses | Elastic–plastic materials | Mises plasticity | Elastic-plastic materials | COMPOSITE POWDERS | CREEPING SOLIDS | SIZE RATIO | SPHERES | MATERIALS SCIENCE, MULTIDISCIPLINARY | INDENTATION | ENGINEERING, MECHANICAL | COLD COMPACTION | INELASTIC CONTACT | BODIES | FORCE-DISPLACEMENT RELATIONS | Powders | Analysis | Numerical analysis | Correlation | Computer simulation | Granular materials | Mathematical analysis | Mathematical models | Indentation | Strain hardening | Contact | Engineering and Technology | Teknik och teknologier
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14. Full Text Compaction behavior of water-atomized CoCrFeMnNi high-entropy alloy powders
by Yim, Dami and Jang, Min Ji and Bae, Jae Wung and Moon, Jongun and Lee, Chul-Hee and Hong, Soon-Jik and Hong, Sun Ig and Kim, Hyoung Seop
Materials Chemistry and Physics, ISSN 0254-0584, 05/2018, Volume 210, pp. 95 - 102
In this work, compaction behavior of CoCrFeMnNi high-entropy alloy powders with various particle sizes and size distributions, produced by water atomization,... 
Dislocation density | Compaction | High entropy alloy | Powder metallurgy | DENSIFICATION | MATERIALS SCIENCE, MULTIDISCIPLINARY | CRYSTAL-STRUCTURES | MECHANICAL-PROPERTIES | ELEMENTS | METALLURGY | TEMPERATURES | DEFORMATION-BEHAVIOR | MICROSTRUCTURE
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15. Full Text Mechanical behavior of micaceous clays
by Zhang, Jiahe and Soltani, Amin and Deng, An and Jaksa, Mark B
Journal of Rock Mechanics and Geotechnical Engineering, ISSN 1674-7755, 10/2019, Volume 11, Issue 5, pp. 1044 - 1054
This study aims to investigate the effect of mica content on the mechanical properties of clays. Commercially available ground mica was blended with a locally... 
Consistency limits | Confinement | Frictional resistance | Shear strength | Compaction | Micaceous clay | Mica content | POLYMERS | SHEAR-STRENGTH | ENGINEERING PROPERTIES | ENGINEERING, GEOLOGICAL | COMPACTION CHARACTERISTICS | EXPANSIVE SOIL | MICA
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16. Full Text Investigation of the tableting behavior of Ibuprofen DC 85 W
by Al-Karawi, Claudia and Cech, Thorsten and Bang, Florian and Leopold, Claudia S
Drug Development and Industrial Pharmacy, ISSN 0363-9045, 08/2018, Volume 44, Issue 8, pp. 1262 - 1272
The aim of the present study was to investigate the tableting behavior of Ibuprofen DC 85W with special focus on the tablet disintegration time, the tablet... 
crushing strength | punch coating | disintegration time | multiple compaction | Tableting | ibuprofen | DoE | sticking | CHEMISTRY, MEDICINAL | DIRECT COMPACTION | CRYSTAL HABIT | MODEL | PUNCH TIP ADHERENCE | FORMULATIONS | DIRECT COMPRESSION | TENSILE-STRENGTH | DISINTEGRATION | PHARMACOLOGY & PHARMACY | MECHANICAL STRENGTH
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