AASHTO M 146-91(2012)

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Standard Specification for
Terms Relating to Subgrade,
Soil-Aggregate, and Fill Materials
AASHTO Designation: M 146-91 (2012)
American Association of State Highway and Transportation Officials
444 North Capitol Street N.W., Suite 249
Washington, D.C. 20001
© 2015 by the American Association of State Highway and Transportation Officials.
All rights reserved. Duplication is a violation of applicable law.
TS-1b M 146-1 AASHTO
Standard Specification for
Terms Relating to Subgrade,
Soil-Aggregate, and Fill Materials
AASHTO Designation: M 146-91 (2012)
1. SCOPE
1.1. These definitions cover terms used in descriptions and specifications of materials occurring as or
employed in the construction of subgrades, soil-aggregate base and surface courses, and fills.
1.2. The values stated in SI units are to be regarded as the standard.
2. TERMINOLOGY FOR ROCK AND SOIL
2.1. rocknatural solid mineral matter occurring in large masses or fragments.
2.2. soilsediments or other unconsolidated accumulations of solid particles produced by the physical
and chemical disintegration of rocks, and that may or may not contain organic matter.
2.3. broken rockangular fragments of rock that will be retained on a 75-mm (3-in.) sieve.
2.4. cobble (cobblestone)a rock fragment, usually rounded or semirounded, with an average
dimension between 75 and 305 mm (3 and 12 in.).
2.5. bouldera rock fragment, usually rounded by weathering or abrasion, with an average dimension
of 305 mm (12 in.) or more.
3. TERMINOLOGY FOR SOIL-AGGREGATE AND ITS COMPONENTS
3.1. soil-aggregate (dense-graded aggregate)natural or prepared mixtures consisting predominately
of stone, gravel, or sand and containing silt-clay (minus 75-µm (No. 200) material).
3.2. binder (soil binder)portion of soil passing 0.425-mm (No. 40) sieve.
3.3. stonecrushed or naturally angular particles of rock that will pass a 75-mm (3-in.) sieve and be
retained on a 2.00-mm (No. 10) sieve.
3.3.1. coarse stonestone passing the 75-mm (3-in.) sieve and retained on the 25.0-mm (1-in.) sieve.
3.3.2. medium stonestone passing the 25.0-mm (1-in.) sieve and retained on the 9.5-mm (3/8-in.) sieve.
3.3.3. fine stonestone passing the 9.5-mm (3/8-in.) sieve and retained on the 2.00-mm (No. 10) sieve.
3.4. gravelrounded particles of rock that will pass a 75-mm (3-in.) sieve and be retained on a
2.00-mm (No. 10) sieve.
© 2015 by the American Association of State Highway and Transportation Officials.
All rights reserved. Duplication is a violation of applicable law.
TS-1b M 146-2 AASHTO
3.4.1. coarse gravelgravel passing the 75-mm (3-in.) sieve and retained on the 25.0-mm (1-in.) sieve.
3.4.2. medium gravelgravel passing the 25.0-mm (1-in.) sieve and retained on the 9.5-mm
(3/8-in.) sieve.
3.4.3. fine gravelgravel passing the 9.5-mm (3/8-in.) sieve and retained on the 2.00-mm (No. 10) sieve.
3.5. sandgranular material resulting from the disintegration, grinding, or crushing of rock and that
will pass the 2.00-mm (No. 10) sieve and be retained on the 75-µm (No. 200) sieve.
3.5.1. coarse sandsand passing the 2.00-mm (No. 10) sieve and retained on the 0.425-mm
(No. 40) sieve.
3.5.2. fine sandsand passing the 0.425-mm (No. 40) sieve and retained on the 75-µm
(No. 200) sieve.
3.6. silt-clay (minus 75-µm (No. 200) material)fine soil particles that will pass the 75-µm
(No. 200) sieve.
3.6.1. silt fractionmaterial passing the 75-µm (No. 200) sieve and larger than 0.002 mm.
3.6.2. clay fractionmaterial smaller than 0.002 mm.
3.6.3. colloidsmaterial smaller than 0.001 mm.
4. TERMINOLOGY FOR PAVEMENT SUBSTRUCTURE COMPONENTS
4.1. embankment foundationthe material on which an embankment is placed.
4.2. embankment (fill)a raised structure of soil, soil-aggregate, or rock.
4.3. subgrade (basement soil)the prepared and compacted soil immediately below the pavement
system and extending to such depth as will affect the structural design.
4.4. subbasethe layer used in the pavement system between the subgrade and the base course.
4.5. basethe layer used in a pavement system to reinforce and protect the subgrade or subbase.
© 2015 by the American Association of State Highway and Transportation Officials.
All rights reserved. Duplication is a violation of applicable law.
摘要:

AASHTO M 146-91(2012) 是美国国家公路与运输协会(AASHTO)发布的一项标准规范,全称为“Standard Specification for Terms Relating to Materials for Roads and Structures”(道路与结构材料相关术语标准规范)。该标准最初于1991年制定,并于2012年重新确认,旨在统一和定义道路建设、桥梁工程及相关土木结构中所使用的材料术语,包括骨料、混凝土、沥青、土壤等关键建筑材料的标准化称谓与分类。通过提供清晰

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作者:老杨树 分类:国外协会 价格:免费 属性:3 页 大小:622.38KB 格式:PDF 时间:2024-10-25

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