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Keyword

void ratio

Description: A dimensionless geotechnical measure of the volume of voids relative to the volume of solid particles in a soil or rock.
Wikidata ID: wiki/Q1444861
OpenAlex ID: keywords/void-ratio
A state parameter for sands
1985 · K. Been, M. G. Jefferies · Géotechnique · 1,993
Crushing of Soil Particles
1985 · Bobby O. Hardin · Journal of Geotechnical Engineering · 1,395
Elastic Wave Velocities in Granular Soils
1963 · Bobby O. Hardin, F. E. Richart · Journal of the Soil Mechanics and Foundations Division · 1,200
A Physicoempirical Model to Predict the Soil Moisture Characteristic from Particle‐Size Distribution and Bulk Density Data
1981 · Lalit M. Arya, Jack F. Paris · Soil Science Society of America Journal · 1,106
Shear Modulus and Damping in Soils: Measurement and Parameter Effects (Terzaghi Leture)
1972 · Bobby O. Hardin, Vincent P. Drnevich · Journal of the Soil Mechanics and Foundations Division · 888
The Steady State of Sandy Soils
1996 · Ramon Verdugo, Kenji Ishihara · SOILS AND FOUNDATIONS · 879
On the micromechanics of crushable aggregates
1998 · G. R. McDowell, M. D. Bolton · Géotechnique · 833
Liquefaction of Saturated Sands During Cyclic Loading
1966 · H. Bolton Seed, Kenneth L. Lee · Journal of the Soil Mechanics and Foundations Division · 829
Advanced Soil Mechanics
2013 · Braja M. Das · CRC Press eBooks · 786
Significance of Particle Crushing in Granular Materials
1996 · Poul V. Lade, Jerry A. Yamamuro, et al. · Journal of Geotechnical Engineering · 765
A Comprehensive Constitutive Equation for Granular Materials
1996 · G. Gudehus · SOILS AND FOUNDATIONS · 644
Vibration Modulus of Normally Consolidated Clay
1968 · Bobby O. Hardin, William L. Black · Journal of the Soil Mechanics and Foundations Division · 639
An elasto-plastic model for unsaturated soil incorporating the effects of suction and degree of saturation on mechanical behaviour
2003 · D. Gallipoli, A. Gens, et al. · Géotechnique · 622
Cyclic Triaxial Test of Dynamic Soil Properties for Wide Strain Range
1980 · Takeji Kokusho · SOILS AND FOUNDATIONS · 602
Modelling the mechanical behaviour of expansive clays
1999 · E.E. Alonso, J. Vaunat, et al. · Engineering Geology · 596
Influence of Temperature Variations on Soil Behavior
1968 · Richard G. Campanella, James K. Mitchell · Journal of the Soil Mechanics and Foundations Division · 589
The critical state of sands
1991 · K. Been, M. G. Jefferies, et al. · Géotechnique · 582
Modelling the variation of degree of saturation in a deformable unsaturated soil
2003 · D. Gallipoli, S. J. Wheeler, et al. · Géotechnique · 572
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A natural compression law for soils (an advance on e –log p ′)
1979 · R. Butterfield · Géotechnique · 572
Goodbye, Hazen; Hello, Kozeny-Carman
2003 · W. David Carrier · Journal of Geotechnical and Geoenvironmental Engineering · 565
On the use of the KozenyCarman equation to predict the hydraulic conductivity of soils
2003 · Robert P Chapuis, Michel Aubertin · Canadian Geotechnical Journal · 563
Effect of freezing and thawing on the permeability and structure of soils
1979 · Edwin J. Chamberlain, Anthony J. Gow · Engineering Geology · 521
An insight into the water retention properties of compacted clayey soils
2011 · E. ROMERO, G. DELLA VECCHIA, et al. · Géotechnique · 519
Nor-Sand: a simle critical state model for sand
1993 · M. G. Jefferies · Géotechnique · 516
Anisotropic Critical State Theory: Role of Fabric
2011 · Xiang Song Li, Yannis F. Dafalias · Journal of Engineering Mechanics · 505
Works count: 8,437
Citation count: 148,300
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