Standard Guide for Considerations When Evaluating Direct Shear Results Involving GeosyntheticsName übersetzen
NORM herausgegeben am 1.8.2021
Bezeichnung normen: ASTM D7702/D7702M-14(2021)
Ausgabedatum normen: 1.8.2021
Zahl der Seiten: 11
Gewicht ca.: 33 g (0.07 Pfund)
Land: Amerikanische technische Norm
Kategorie: Technische Normen ASTM
direct shear, GCL, interface shear strength, internal shear stress, Mohr-Coulomb friction angle, Mohr-Coulomb shear strength envelope, performance test, secant friction angle,, ICS Number Code 59.080.70 (Geotextiles)
|Significance and Use|
4.1The shear strength of soil-geosynthetic interfaces and geosynthetic-geosynthetic interfaces is a critical design parameter for many civil engineering projects, including, but not limited to: waste containment systems, mining applications, dam designs involving geosynthetics, mechanically stabilized earth structures, reinforced soil slopes, and liquid impoundments. Since geosynthetic interfaces often serve as a weak plane on which sliding may occur, shear strengths of these interfaces are needed to assess the stability of earth materials resting on these interfaces, such as a waste mass or ore body over a lining system or the ability of a final cover to remain on a slope. Accordingly, project-specific shear testing using representative materials under conditions similar to those expected in the field is recommended for final design. Shear strengths of geosynthetic interfaces are obtained by either Test Method (geosynthetics) or (geosynthetic clay liners). This guide touches upon some of the issues that should be considered when evaluating shear strength data. Because of the large number of potential conditions that could exist, there may be other conditions not identified in this guide that could affect interpretation of the results. The seemingly infinite combinations of soils, geosynthetics, hydration and wetting conditions, normal load distributions, strain rates, creep, pore pressures, etc., will always require individual engineering evaluations by qualified practitioners. Along the same lines, the list of references provided in this guide is not exhaustive, nor are the findings and suggestions of any particular reference meant to be considered conclusive. The references and their related findings are presented herein only as examples available in the literature of the types of considerations that others have found useful when evaluating direct shear test results.
4.2The figures included in this guide are only examples intended to demonstrate selected concepts related to direct shear testing of geosynthetics. The values shown in the figures may not be representative and should not be used for design purposes. Site-specific and material-specific tests should always be performed.
1.1This guide presents a summary of available information related to the evaluation of direct shear test results involving geosynthetic materials.
1.2This guide is intended to assist designers and users of geosynthetics. This guide is not intended to replace education or experience and should only be used in conjunction with professional judgment. This guide 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 projects many unique aspects. Not all aspects of this practice may be applicable in all circumstances. The word Standard in the title of this document means only that the document has been approved through the ASTM consensus process.
1.3This guide is applicable to soil-geosynthetic and geosynthetic-geosynthetic direct shear test results, obtained using either Test Method or .
1.4This guide does not address selection of peak or large-displacement shear strength values for design. References on this topic include Thiel 1.5The values stated in either SI units or inch-pound units are to be regarded separately as standard. The values stated in each system are not necessarily exact equivalents; therefore, to ensure conformance with the standard, each system shall be used independently of the other, and values from the two systems shall not be combined.
1.6This 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.
1.7This 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.
|2. Referenced Documents|
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