H. W. Olsen - Concepedia

Author

H. W. Olsen

United States Geological Survey

Also Known As

H. W OLSEN, H. W. OLSEN, H. W. Olsen, H.W. Olsen, HW Olsen

Publications

541

Citations

H-Index

Concepts

All Affiliations

United States Geological Survey Colorado School of Mines University of Colorado Boulder

About

H. W. Olsen is an author at United States Geological Survey specializing in engineering, civil engineering, and geotechnical engineering.

Top Concepts

#	Concept	H-Index	Publications	Citations
1	Engineering	8	8	429
2	Civil Engineering	7	7	307
3	Environmental Engineering	3	3	224
4	Chemical Engineering	1	1	122
5	Geography	1	1	29

H. W. Olsen

Publications

457

Citations

H-Index

Page 1

	Year	Citations
A Laboratory Apparatus to Measure Chemico-Osmotic Efficiency Coefficients for Clay Soils MA Malusis, CD Shackelford, H. W. Olsen Geotechnical Testing Journal Soil CharacterizationEffective Diffusion CoefficientEnvironmental ChemistryChemical EngineeringSteady State	2001	122
Low gradient permeability measurements in a triaxial system H. W. Olsen, R. W. Nichols, Thomas L. Rice Géotechnique Geotechnical EngineeringHydrogeologyConventional Constant HeadEngineeringWater Resources	1985	90
Effects of consolidation on permeability measurements for soft clay Vincenzo Pane, Paolo Croce, Dobroslav Znidarčić, Géotechnique Geotechnical EngineeringHydrogeologySoft ClaySoil CompactionEarth Science	1983	79
The theory of one-dimensional consolidation of saturated clays: part V, constant rate of deformation testing and analysis Dobroslav Znidarčić, R. L. Schiffman, Vincenzo Pane, Géotechnique EngineeringMechanical EngineeringStructural OptimizationComputational MechanicsSaturated Clays	1986	58
Steeply Dipping Heaving Bedrock, Colorado: Part 1 Heave Features and Physical Geological Framework David C. Noe, Jerry D. Higgins, H. W. Olsen Environmental and Engineering Geoscience EngineeringGeomorphologyHeave FeaturesEarth ScienceRegional Geology	2007	29
The Theory of One-Dimensional Consolidation of Saturated Clays: III. Existing Testing Procedures and Analyses Dobroslav Znidarčić, Paolo Croce, Vincenzo Pane, Geotechnical Testing Journal Geotechnical EngineeringSoil CompactionOne-dimensional ConsolidationEngineeringClay Mineral	1984	23
Geologic Control of Severe Expansive Clay Damage to a Subdivision in the Pierre Shale, Southwest Denver Metropolitan Area, Colorado J. D. Gill, Matthew West, David C. Noe, Clays and Clay Minerals	1996	17
Evaluation of consolidation theories by centrifuge modelling. Paolo Croce, Pane, Dobroslav Znidarčić, Geotechnical EngineeringSoft ClaySoil CompactionEngineeringGeotechnical Property	1985	16
Graphical Method for Determining the Coefficient of Consolidation c<i>v</i> from a Flow-Pump Permeability Test R.L. Morin, H. W. Olsen, KR Nelson, Geotechnical Testing Journal EngineeringFluid MechanicsFlow PumpHydraulicsGeotechnical Engineering	1989	12
Matrix-controlled hydraulic properties of Mississippian and Pennsylvanian sandstones from the Michigan Basin David B. Westjohn, H. W. Olsen, A.T. Willden Antarctica A Keystone in a Changing World	1990	11

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