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- Atterberg_limits abstract "The Atterberg limits are a basic measure of the critical water contents of a fine-grained soil, such as its shrinkage limit, plastic limit, and liquid limit. As a dry, clayey soil takes on increasing amounts of water, it undergoes dramatic and distinct changes in behavior and consistency. Depending on the water content of the soil, it may appear in four states: solid, semi-solid, plastic and liquid. In each state, the consistency and behavior of a soil is different and consequently so are its engineering properties. Thus, the boundary between each state can be defined based on a change in the soil's behavior. The Atterberg limits can be used to distinguish between silt and clay, and it can distinguish between different types of silts and clays. These limits were created by Albert Atterberg, a Swedish chemist. They were later refined by Arthur Casagrande. These distinctions in soil are used in assessing the soils that are to have structures built on. Soils when wet retain water and some expand in volume. The amount of expansion is related to the ability of the soil to take in water and its structural make-up (the type of atoms present). These tests are mainly used on clayey or silty soils since these are the soils that expand and shrink due to moisture content. Clays and silts react with the water and thus change sizes and have varying shear strengths. Thus these tests are used widely in the preliminary stages of designing any structure to ensure that the soil will have the correct amount of shear strength and not too much change in volume as it expands and shrinks with different moisture contents. As a hard, rigid solid in the dry state, soil becomes a crumbly (friable) semisolid when a certain moisture content, termed the shrinkage limit, is reached. If it is an expansive soil, this soil will also begin to swell in volume as this moisture content is exceeded. Increasing the water content beyond the soil's plastic limit will transform it into a malleable, plastic mass, which causes additional swelling. The soil will remain in this plastic state until its liquid limit is exceeded, which causes it to transform into a viscous liquid that flows when jarred.".
- Atterberg_limits wikiPageExternalLink Lec7.html.
- Atterberg_limits wikiPageExternalLink view.aspx?id=38900.
- Atterberg_limits wikiPageExternalLink exercise3.PDF.
- Atterberg_limits wikiPageID "2922005".
- Atterberg_limits wikiPageLength "9789".
- Atterberg_limits wikiPageOutDegree "16".
- Atterberg_limits wikiPageRevisionID "682067642".
- Atterberg_limits wikiPageWikiLink ASTM_International.
- Atterberg_limits wikiPageWikiLink Albert_Atterberg.
- Atterberg_limits wikiPageWikiLink Arthur_Casagrande.
- Atterberg_limits wikiPageWikiLink Category:Soil_tests.
- Atterberg_limits wikiPageWikiLink Clay.
- Atterberg_limits wikiPageWikiLink Fall_cone_test.
- Atterberg_limits wikiPageWikiLink Liquid.
- Atterberg_limits wikiPageWikiLink Plasticity_(physics).
- Atterberg_limits wikiPageWikiLink Shear_strength.
- Atterberg_limits wikiPageWikiLink Silt.
- Atterberg_limits wikiPageWikiLink Soil.
- Atterberg_limits wikiPageWikiLink Sweden.
- Atterberg_limits wikiPageWikiLink Water_content.
- Atterberg_limits wikiPageWikiLink File:Atterberg_limits_02.JPG.
- Atterberg_limits wikiPageWikiLink File:Casagrande_2.JPG.
- Atterberg_limits wikiPageWikiLinkText "Atterberg limits".
- Atterberg_limits wikiPageWikiLinkText "Atterberg limits#Plastic limit".
- Atterberg_limits wikiPageWikiLinkText "Liquid limit".
- Atterberg_limits wikiPageWikiLinkText "Plastic limit".
- Atterberg_limits wikiPageWikiLinkText "Shrinkage limit".
- Atterberg_limits wikiPageWikiLinkText "clay consistency".
- Atterberg_limits wikiPageWikiLinkText "liquid limit apparatus".
- Atterberg_limits wikiPageWikiLinkText "plasticity charts".
- Atterberg_limits wikiPageWikiLinkText "plasticity index".
- Atterberg_limits hasPhotoCollection Atterberg_limits.
- Atterberg_limits wikiPageUsesTemplate Template:Commons_category.
- Atterberg_limits wikiPageUsesTemplate Template:Convert.
- Atterberg_limits wikiPageUsesTemplate Template:Geotechnical_engineering.
- Atterberg_limits subject Category:Soil_tests.
- Atterberg_limits hypernym Measure.
- Atterberg_limits type Work.
- Atterberg_limits comment "The Atterberg limits are a basic measure of the critical water contents of a fine-grained soil, such as its shrinkage limit, plastic limit, and liquid limit. As a dry, clayey soil takes on increasing amounts of water, it undergoes dramatic and distinct changes in behavior and consistency. Depending on the water content of the soil, it may appear in four states: solid, semi-solid, plastic and liquid.".
- Atterberg_limits label "Atterberg limits".
- Atterberg_limits sameAs حدود_اتربرغ.
- Atterberg_limits sameAs Límites_de_Atterberg.
- Atterberg_limits sameAs حدود_اتربرگ.
- Atterberg_limits sameAs Limites_dAtterberg.
- Atterberg_limits sameAs Limiti_di_Atterberg.
- Atterberg_limits sameAs 아터버그_한계.
- Atterberg_limits sameAs Plasticiteitsindex.
- Atterberg_limits sameAs Atterbergsgrense.
- Atterberg_limits sameAs Konsystencje_i_stany_gruntów_spoistych.
- Atterberg_limits sameAs Limites_de_Atterberg.
- Atterberg_limits sameAs m.08ctdy.
- Atterberg_limits sameAs Атербергове_границе_конзистенције.
- Atterberg_limits sameAs Giới_hạn_Atterberg.
- Atterberg_limits sameAs Q1143620.
- Atterberg_limits sameAs Q1143620.
- Atterberg_limits sameAs 阿特贝限.
- Atterberg_limits wasDerivedFrom Atterberg_limits?oldid=682067642.
- Atterberg_limits isPrimaryTopicOf Atterberg_limits.