M. G. Jefferies - Concepedia

Author

M. G. Jefferies

Also Known As

M Jefferies, M. G. Jefferies, M. JEFFERIES, M. Jefferies, M.G. Jefferies, Michael G. Jefferies, Michael Jefferies, Mike Jefferies

116

Publications

5.5K

Citations

H-Index

101

Concepts

All Affiliations

Golder Associates (United Kingdom)Golder Associates (Canada)Golder Associates (United States)University of British Columbia

About

M. G. Jefferies is an author at Golder Associates (United Kingdom) specializing in engineering, civil engineering, and geomechanics.

Top Concepts

#	Concept	H-Index	Publications	Citations
1	Engineering	24	35	4.7K
2	Civil Engineering	22	30	4.5K
3	Geography	5	5	333
4	Construction Engineering	4	4	1.9K
5	Kinesiology	1	1	28

M. G. Jefferies

Publications

4.9K

Citations

H-Index

Page 1

	Year	Citations
A state parameter for sands K. Been, M. G. Jefferies Géotechnique EngineeringMechanical EngineeringSoil MechanicGeotechnical EngineeringState Parameter	1985	1.9K
The critical state of sands K. Been, M. G. Jefferies, Joseph E. Hachey Géotechnique Steady StatesEngineeringMechanical EngineeringSoil MechanicGeotechnical Engineering	1991	556
Nor-Sand: a simle critical state model for sand M. G. Jefferies Géotechnique Geotechnical EngineeringShear StrainSecond AxiomCritical StateEngineering	1993	486
Work as a criterion for determining <i>in situ</i> and yield stresses in clays Dennis Becker, J. H. A. Crooks, K. Been, Canadian Geotechnical Journal Rock TestingEngineeringUnit VolumeOedometer TestsMechanical Engineering	1987	214
The cone penetration test in sands: part II, general inference of state K. Been, M. G. Jefferies, J. H. A. Crooks, Géotechnique Rock TestingEngineeringGeneral InferenceState Parameter ConceptMonterey Sand	1987	189
The cone penetration test in sands: part I, state parameter interpretation K. Been, J. H. A. Crooks, Dennis Becker, Géotechnique Geotechnical EngineeringState ParameterRock TestingEarth ScienceState Parameter Interpretation	1986	177
Stressdilatancy in very loose sand K. Been, M. G. Jefferies Canadian Geotechnical Journal	2004	136
Implications for critical state theory from isotropic compression of sand M. G. Jefferies, K. Been Géotechnique EngineeringMechanical EngineeringSoil MechanicsHardening LawEarth Science	2000	106
Dimensionless and unbiased CPT interpretation in sand Dawn Shuttle, M. G. Jefferies International Journal for Numerical and Analytical Methods in Geomechanics Geotechnical EngineeringEngineeringStructural GeologyGeotechnical ProblemUncertainty Quantification	1998	96
Dilatancy in general Cambridge-type models M. G. Jefferies, Dawn Shuttle Géotechnique EngineeringMechanical EngineeringSoil ModelsWork Conjugate InvariantsGeneral Cambridge-type Models	2002	85

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