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Geotechnical characteristics of a soil related to its water content
The Atterberg limits are a basic measure of the critical water contents of a fine-grained soil: its shrinkage limit, plastic limit, and liquid limit. Depending
Atterberg_limits
Swedish chemist and agronomist (1846 –1916)
Albert Mauritz Atterberg (19 March 1846 – 4 April 1916) was a Swedish chemist and agricultural scientist who created the Atterberg limits, which are commonly
Albert_Atterberg
Branch of soil physics and applied mechanics that describes the behavior of soils
their Atterberg limits. The most commonly used Atterberg limits are the liquid limit (denoted by LL or w l {\displaystyle w_{l}} ), plastic limit (denoted
Soil_mechanics
Fine grained natural soil
on the plasticity properties of the soil, as measured by the soils' Atterberg limits. ISO 14688 grades clay particles as being smaller than 2 μm and silt
Clay
Topics referred to by the same term
Swedish composer and engineer Atterberg limits This disambiguation page lists articles associated with the title Atterberg. If an internal link incorrectly
Atterberg
Soil material that is ordinarily a solid behaving like a thick liquid
from the earthquake's epicenter, snapping the cables as it passed. Atterberg limits Dry quicksand Earthflow Earthquake engineering Fluidization Liquefaction
Soil_liquefaction
Study of properties of soil earthworks
only properties of the soil grains (e.g., grain size distribution, Atterberg limits, compaction characteristic of soil, to determine the general lithology
Geotechnical_investigation
Excavation or structure to provide access to groundwater
test Wave equation analysis Laboratory testing Soil classification Atterberg limits California bearing ratio Direct shear test Hydrometer Proctor compaction
Well
Excavated channel in ground
test Wave equation analysis Laboratory testing Soil classification Atterberg limits California bearing ratio Direct shear test Hydrometer Proctor compaction
Trench
Sudden movement of the Earth's crust
are also adjusted to have approximately the same numeric value within the limits of the scale. Although the mass media commonly reports earthquake magnitudes
Earthquake
Granular material composed of finely divided rock and mineral particles
particle diameters as small as 0.02 mm were considered sand under the Albert Atterberg standard in use during the early 20th century. The grains of sand in Archimedes'
Sand
Narrow shaft bored in the ground
test Wave equation analysis Laboratory testing Soil classification Atterberg limits California bearing ratio Direct shear test Hydrometer Proctor compaction
Borehole
Classification of soil or sediment
is good agreement between these definitions in practice. The upper size limit of 1/16 mm or 63 microns corresponds to the smallest particles that can
Silt
Change in viscosity of a gel or fluid caused by stress
test Wave equation analysis Laboratory testing Soil classification Atterberg limits California bearing ratio Direct shear test Hydrometer Proctor compaction
Thixotropy
Quantity of water contained in a material
test Wave equation analysis Laboratory testing Soil classification Atterberg limits California bearing ratio Direct shear test Hydrometer Proctor compaction
Water_content
Ratio of void volume and total volume of a porous material
test Wave equation analysis Laboratory testing Soil classification Atterberg limits California bearing ratio Direct shear test Hydrometer Proctor compaction
Porosity
Systematic categorization of soils
as "poorly-graded". Silts and clays are distinguished by the soils' Atterberg limits, and thus the soils are separated into "high-plasticity" and "low-plasticity"
Soil_classification
Natural hazard involving ground movement
evolution during large deformation in spatially variable soils by random limit equilibrium and material point methods". Computers and Geotechnics. 111:
Landslide
Analysis of soil
gravity Grain size analysis (sieve analysis or hydrometer method) Atterberg limits Free swell index Swelling pressure Dry density Triaxial shear test
Soil_test
Accumulation of partially decayed vegetation
test Wave equation analysis Laboratory testing Soil classification Atterberg limits California bearing ratio Direct shear test Hydrometer Proctor compaction
Peat
Mix of crumbled stones
particles over 2 mm (0.079 in) in diameter, without specifying an upper size limit. Gravel is sometimes distinguished from rubble, which is loose rock particles
Gravel
Civil engineering technique
test Wave equation analysis Laboratory testing Soil classification Atterberg limits California bearing ratio Direct shear test Hydrometer Proctor compaction
Slurry_wall
Works that re-shape the earth's surface
test Wave equation analysis Laboratory testing Soil classification Atterberg limits California bearing ratio Direct shear test Hydrometer Proctor compaction
Earthworks_(engineering)
Device used to measure density of liquids
test Wave equation analysis Laboratory testing Soil classification Atterberg limits California bearing ratio Direct shear test Hydrometer Proctor compaction
Hydrometer
Movement of rock or soil down slopes
test Wave equation analysis Laboratory testing Soil classification Atterberg limits California bearing ratio Direct shear test Hydrometer Proctor compaction
Mass_wasting
Clay soil prone to swelling and shrinking
techniques to assess shrink-swell potential. Atterberg limits measure the plasticity index (PI) and liquid limit (LL) to determine soil behavior, where PI
Expansive_clay
Measure of the ability of a porous material to allow fluids to pass through it
test Wave equation analysis Laboratory testing Soil classification Atterberg limits California bearing ratio Direct shear test Hydrometer Proctor compaction
Permeability_(porous_media)
test Wave equation analysis Laboratory testing Soil classification Atterberg limits California bearing ratio Direct shear test Hydrometer Proctor compaction
List_of_landslides
Classification of grainy soils based on the sizes of their grains
Fine-grained soils, mainly silts and clays, are classified according to their Atterberg limits. A well-graded soil is a soil that contains particles of a wide range
Soil_gradation
test Wave equation analysis Laboratory testing Soil classification Atterberg limits California bearing ratio Direct shear test Hydrometer Proctor compaction
Pore_structure
Maximum stress soil has experience in the past
moisture at the plastic limit (liquidity index equal to zero), preconsolidation ranges from about 12 to 25 tsf. See Atterberg limits for information about
Preconsolidation_pressure
Non-reversible deformation of a solid material in response to applied forces
Reaching the surface means the material undergoes plastic deformations. Atterberg limits Creep (deformation) Deformation (mechanics) Deformation (engineering)
Plasticity_(physics)
Amount of water an aquifer releases while staying saturated
test Wave equation analysis Laboratory testing Soil classification Atterberg limits California bearing ratio Direct shear test Hydrometer Proctor compaction
Specific_storage
Earthquake probability in a specific area and time
test Wave equation analysis Laboratory testing Soil classification Atterberg limits California bearing ratio Direct shear test Hydrometer Proctor compaction
Seismic_hazard
Ability of water to flow through a porous material
by ΔV = ΔhA. Plugging this relationship into the above, and taking the limit as Δt → 0, the differential equation d h d t = − K L h {\displaystyle {\frac
Hydraulic_conductivity
Procedure to assess particle size distribution
test Wave equation analysis Laboratory testing Soil classification Atterberg limits California bearing ratio Direct shear test Hydrometer Proctor compaction
Sieve_analysis
test Wave equation analysis Laboratory testing Soil classification Atterberg limits California bearing ratio Direct shear test Hydrometer Proctor compaction
Seismoelectrical_method
Manner in which fluids behave when flowing through a porous medium
test Wave equation analysis Laboratory testing Soil classification Atterberg limits California bearing ratio Direct shear test Hydrometer Proctor compaction
Fluid flow through porous media
Fluid_flow_through_porous_media
Applied branch of geophysics and economic geology
test Wave equation analysis Laboratory testing Soil classification Atterberg limits California bearing ratio Direct shear test Hydrometer Proctor compaction
Exploration_geophysics
New Jersey was investigating whether calcium amendments could be used to limit the excess uptake of potassium in alfalfa plants in order to reduce fertiliser
Base-cation_saturation_ratio
Soil mechanic engineer and collaborator of Terzaghi
overconsolidated soil were also due to Casagrande. In relation to his work on Atterberg limits, the "A-line" on plasticity charts may well be named after him. In
Arthur_Casagrande
British soil mechanics pioneer
a leader in British soil mechanics, equipped to conduct tests for Atterberg limits, consolidation, and soil shear strength. Cooling's work laid the foundation
Leonard_Cooling
Type of earthwork
test Wave equation analysis Laboratory testing Soil classification Atterberg limits California bearing ratio Direct shear test Hydrometer Proctor compaction
Rockfall protection embankment
Rockfall_protection_embankment
Response of a structure to oscillation
test Wave equation analysis Laboratory testing Soil classification Atterberg limits California bearing ratio Direct shear test Hydrometer Proctor compaction
Response_spectrum
natural water content/solids concentrations, plasticity indices (Atterberg limits), total organic carbon (TOC) content, grain size distribution, specific
In situ capping of subaqueous waste
In_situ_capping_of_subaqueous_waste
Function of the type of soil
test Wave equation analysis Laboratory testing Soil classification Atterberg limits California bearing ratio Direct shear test Hydrometer Proctor compaction
Stress_distribution_in_soil
Dimensionless quantity related to porosity
test Wave equation analysis Laboratory testing Soil classification Atterberg limits California bearing ratio Direct shear test Hydrometer Proctor compaction
Void_ratio
test Wave equation analysis Laboratory testing Soil classification Atterberg limits California bearing ratio Direct shear test Hydrometer Proctor compaction
Rotary-pressure_sounding
natural fertility and desirable tilth but usually occur on slopes that limit their use to trees. In areas where slopes are less, pasture and row crops
Natchez_silt_loam
Property of a soil
first proposed by Albert Atterberg in 1905 and was based on his studies in southern Sweden. Atterberg chose 20 μm for the upper limit of silt fraction because
Soil_texture
Instrument consisting of a glockenspiel operated by a piano keyboard
et Chloé and Ma mère l'oye Ottorino Respighi in the Pines of Rome Kurt Atterberg in his Sixth Symphony Arthur Honegger in his Fourth Symphony Olivier Messiaen
Keyboard_glockenspiel
Country in northern Europe
Berwald, Wilhelm Stenhammar, Wilhelm Peterson-Berger, Hugo Alfvén, Kurt Atterberg, Ture Rangström, Hilding Rosenberg, Lars-Erik Larsson, Dag Wirén, Allan
Sweden
during the creator's lifetime. In addition, several other countries have a limit of 70 years. The list is sorted alphabetically and includes a notable work
2035_in_public_domain
City in Västergötland, Sweden
music. Gothenburg also was the birthplace of the Swedish composer Kurt Atterberg. The first internationally successfully Swedish group, instrumental rock
Gothenburg
Materials used to simulate geological processes
2018.00152. hdl:10919/95190. ISSN 2296-6463. White, A. W. (1949). Atterberg plastic limits of clay minerals. American Mineralogist: Journal of Earth and Planetary
Rock analogs for structural geology
Rock_analogs_for_structural_geology
Aspect of musical history
century saw the emergence of the first national authors, such as Kurt Atterberg, author of Härvard Harpolekare (Härvard the Harpist, 1919), Bäckahästen
History_of_opera
Apotheosis 2004 In 2 movements 1. Passion 2. Apotehosis 7 Resonances 2006 Kurt Atterberg 3 D major Västkustbilder West-Coast Images 1914-16 Inspired by the coast
List_of_symphonies_with_names
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