ASTM D6693 PDF

GeoTesting Express is a provider of Geosynthetic Testing Services – ASTM D,Standard Test Method for Determining Tensile Properties of Nonreinforced. ASTM D (D) determines the tensile properties of nonreinforced geomembranes in the form of standard dumbbell-shaped test specimens when tested. Buy ASTM D R TEST METHOD FOR DETERMINING TENSILE PROPERTIES OF NONREINFORCED POLYETHYLENE AND.

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Link to Active This link will always route to the current Active version of the standard. Further, it is realized that variations in the d693 of test specimen, as permitted by this test standard, produce variations in the surface-volume ratios of such specimens, and that these variations may influence the test results.

ASTM D6693/D6693M – 04(2015)E1

Referenced Documents purchase separately The documents listed below are referenced within the subject standard but are not provided as part of the standard. It is the responsibility of the awtm of this standard to establish appropriate safety and health practices and determine the applicability of regulatory limitations prior to use. Referenced Documents purchase separately The documents listed below are referenced within the subject standard but are not provided as part of the ast.

The values stated in asrm system may not be exact equivalents; therefore, each system shall be used independently of the other. Further, it is realized that variations in the thicknesses of test specimens, as permitted by this test method, produce variations in the surface-volume ratios of such specimens, and that these variations may influence the test results. Hence, where directly comparable results are desired, all samples should be of equal thickness.

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Combining values from the two systems may result in non-conformance with the standard. A wide difference may exist between the rate of crosshead movement and the rate of strain of the specimen indicating that the testing speeds specified may disguise important effects or characteristics of these materials in the plastic state.

The values given in parentheses are for information only. Similarly, for referee purposes or comparisons within any given series of specimens, care must be taken to secure the maximum degree of uniformity in details of aztm, treatment, and handling.

ASTM D Tensile Test of Geomembranes

Consequently, where precise comparative results are desired, these factors must be carefully monitored and controlled. Special additional tests should be used where more precise physical data are needed.

In cases of such dissimilarity, no reliable estimation of the limit of usefulness can be made for most plastics. Therefore, it is advisable to refer to that material’s specification before using this test method.

Active view current version of standard. The constant rate of crosshead movement of this test lacks accuracy from a theoretical standpoint. Hence, where directly comparable results are desired, all samples should be of equal thickness. Note—This test method is not intended to cover precise physical procedures.

The constant rate of crosshead movement of this test lacks accuracy from a theoretical standpoint. Link to Active This link will always route to the current Active version of the standard.

ASTM D6693 Tensile Test of Geomembranes

It may be necessary to modify this procedure for use in testing certain materials as recommended by the material specifications. Hence, when comparative tests of materials are desired, the care must be exercised to ensure that all samples are prepared in exactly the same way, unless the test is to include the effects of sample preparation. Special additional tests should be used where more precise physical data are needed.

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This test method is not intended to cover precise physical procedures. Tensile properties may provide useful data for plastics engineering design purposes. However, because of the high degree of sensitivity exhibited by many plastics to rate of straining and environmental conditions, data obtained by this test method cannot be considered valid for applications involving load-time scales or environments widely different from those of this test method.

A wide difference may exist between the rate of crosshead movement and the rate of strain of the specimen indicating that the testing speeds specified may disguise important effects or characteristics of these materials in the plastic state.

This sensitivity to rate of straining and environment necessitates testing over a broad load-time scale and range of environmental conditions if tensile properties are to suffice for engineering design purposes. It is the responsibility of the user of this standard to establish appropriate safety and health practices and determine the applicability of regulatory limitations prior to use.

Historical Version s – view previous versions of standard.

These data are also useful for qualitative characterization and for research and development.

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