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Standard Practice for Classification of Soils for Engineering Purposes (Unified Soil Classification System) (Includes all amendments and changes 4/2/2020).
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STANDARD published on 15.12.2017
Designation standards: ASTM D2487-17e1
Publication date standards: 15.12.2017
SKU: NS-990262
The number of pages: 10
Approximate weight : 30 g (0.07 lbs)
Country: American technical standard
Category: Technical standards ASTM
Earthworks. Excavations. Foundation construction. Underground works
Keywords:
Atterberg limits, classification, clay, gradation, gravel, organic soils, particle-size distribution, sand, silt, soil classification, soil tests, USCS,, ICS Number Code 93.020 (Earth works. Excavations. Foundation construction. Underground works)
Significance and Use | ||||||||||||||||||||||||||||||
5.1 This standard classifies soils from any geographic location into categories representing the results of prescribed laboratory tests to determine the particle-size characteristics, the liquid limit, and the plasticity index. 5.2 The assigning of a group name and symbol(s) along with the descriptive information required in Practice D2488 can be used to describe a soil to aid in the evaluation of its significant properties for engineering use. 5.3 The various groupings of this classification system have been devised to correlate in a general way with the engineering behavior of soils. This standard provides a useful first step in any field or laboratory investigation for geotechnical engineering purposes. 5.4 This standard may also be used as an aid in training personnel in the use of Practice D2488. 5.5 This standard may be used in combination with Practice D4083 when working with frozen soils. Note 5: Notwithstanding the statements on precision and bias
contained in this standard: The precision of this test method is
dependent on the competence of the personnel performing it and the
suitability of the equipment and facilities used. Agencies that
meet the criteria of Practice D3740 are generally considered capable of
competent and objective testing. Users of this test method are
cautioned that compliance with Practice D3740 does not in itself assure reliable
testing. Reliable testing depends on several factors; Practice
D3740 provides a means for
evaluating some of those factors.
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1. Scope | ||||||||||||||||||||||||||||||
1.1 This practice describes a system for classifying mineral and organo-mineral soils for engineering purposes based on laboratory determination of particle-size characteristics, liquid limit, and plasticity index and shall be used when precise classification is required. Note 1: Use of this standard will result in a single
classification group symbol and group name except when a soil
contains 5 to 12 % fines or when the plot of the liquid limit and
plasticity index values falls into the crosshatched area of the
plasticity chart. In these two cases, a dual symbol is used, for
example, GP-GM, CL-ML. When the laboratory test results indicate
that the soil is close to another soil classification group, the
borderline condition can be indicated with two symbols separated by
a slash. The first symbol should be the one based on this standard,
for example, CL/CH, GM/SM, SC/CL. Borderline symbols are
particularly useful when the liquid limit value of clayey soils is
close to 50. These soils can have expansive characteristics and the
use of a borderline symbol (CL/CH, CH/CL) will alert the user of
the assigned classifications of expansive potential.
1.2 The group symbol portion of this system is based on laboratory tests performed on the portion of a soil sample passing the 3-in. (75-mm) sieve (see Specification E11). 1.3 As a classification system, this standard is limited to naturally occurring soils. Note 2: The group names and symbols used in this test method
may be used as a descriptive system applied to such materials as
shale, claystone, shells, crushed rock, etc. See Appendix X2.
1.4 This standard is for qualitative application only. Note 3: When quantitative information is required for detailed
designs of important structures, this test method must be
supplemented by laboratory tests or other quantitative data to
determine performance characteristics under expected field
conditions.
1.5 This standard is the ASTM version of the Unified Soil Classification System. The basis for the classification scheme is the Airfield Classification System developed by A. Casagrande in the early 1940s.2 It became known as the Unified Soil Classification System when several U.S. Government Agencies adopted a modified version of the Airfield System in 1952. 1.6 This standard does not purport to address all of the safety concerns, if any, associated with its use. It is the responsibility of the user of this standard to establish appropriate safety, health, and environmental practices and determine the applicability of regulatory limitations prior to use. 1.7 This practice offers a set of instructions for performing one or more specific operations. This document cannot replace education or experience and should be used in conjunction with professional judgment. Not all aspects of this practice may be applicable in all circumstances. This ASTM standard is not intended to represent or replace the standard of care by which the adequacy of a given professional service must be judged, nor should this document be applied without consideration of a project's many unique aspects. The word “Standard” in the title of this document means only that the document has been approved through the ASTM consensus process. 1.8 This international standard was developed in accordance with internationally recognized principles on standardization established in the Decision on Principles for the Development of International Standards, Guides and Recommendations issued by the World Trade Organization Technical Barriers to Trade (TBT) Committee. |
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2. Referenced Documents | ||||||||||||||||||||||||||||||
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