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ASTM D5084-16a
Standard Test Methods for Measurement of Hydraulic Conductivity of Saturated Porous Materials Using a Flexible Wall Permeameter (Includes all amendments and changes 12/27/2016).
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NORM herausgegeben am 15.8.2016
Informationen über die Norm:
Bezeichnung normen: ASTM D5084-16a
Ausgabedatum normen: 15.8.2016
SKU: NS-650497
Zahl der Seiten: 24
Gewicht ca.: 72 g (0.16 Pfund)
Land: Amerikanische technische Norm
Kategorie: Technische Normen ASTM
Kategorie - ähnliche Normen:
Die Annotation des Normtextes ASTM D5084-16a :
Keywords:
coefficient of permeability, constant head, constant rate of flow, constant volume, falling head, hydraulic barriers, hydraulic conductivity, liner, permeability, permeameter,, ICS Number Code 91.100.50 (Binders. Sealing materials)
Ergänzende Informationen
| Significance and Use | ||||||||||||||||||||||||||||||||||||||||||||
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4.1 These test methods apply to one-dimensional, laminar flow of water within porous materials such as soil and rock. 4.2 The hydraulic conductivity of porous materials generally decreases with an increasing amount of air in the pores of the material. These test methods apply to water-saturated porous materials containing virtually no air. 4.3 These test methods apply to permeation of porous materials with water. Permeation with other liquids, such as chemical wastes, can be accomplished using procedures similar to those described in these test methods. However, these test methods are only intended to be used when water is the permeant liquid. See Section 6. 4.4 Darcy's law is assumed to be valid and the hydraulic conductivity is essentially unaffected by hydraulic gradient. 4.5 These test methods provide a means for determining hydraulic conductivity at a controlled level of effective stress. Hydraulic conductivity varies with varying void ratio, which changes when the effective stress changes. If the void ratio is changed, the hydraulic conductivity of the test specimen will likely change, see Appendix X2. To determine the relationship between hydraulic conductivity and void ratio, the hydraulic conductivity test would have to be repeated at different effective stresses. 4.6 The correlation between results obtained using these test methods and the hydraulic conductivities of in-place field materials has not been fully investigated. Experience has sometimes shown that hydraulic conductivities measured on small test specimens are not necessarily the same as larger-scale values. Therefore, the results should be applied to field situations with caution and by qualified personnel. 4.7 In most cases, when testing high swell potential materials and using a constant-volume hydraulic system, the effective confining stress should be about 1.5 times the swell pressure of the test specimen or a stress which prevents swelling. If the confining stress is less than the swell pressure, anomalous flow conditions my occur; for example, mercury column(s) move in the wrong direction. Note 1: The quality of the result produced by this standard is
dependent of 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, sampling, inspection, etc.. Users
of this standard are cautioned that compliance with Practice
D3740 does not in itself
assure reliable results. Reliable results depend on many factors;
Practice D3740 provides a
means of evaluating some of those factors.
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| 1. Scope | ||||||||||||||||||||||||||||||||||||||||||||
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1.1 These test methods cover laboratory measurement of the hydraulic conductivity (also referred to as 1.1.1 Method A—Constant Head 1.1.2 Method B—Falling Head, constant tailwater elevation 1.1.3 Method C—Falling Head, rising tailwater elevation 1.1.4 Method D—Constant Rate of Flow 1.1.5 Method E—Constant Volume–Constant Head (by mercury) 1.1.6 Method F—Constant Volume–Falling Head (by mercury), rising tailwater elevation 1.2 These test methods use water as the permeant liquid; see 4.3 and Section 6 on Reagents for water requirements. 1.3 These test methods may be utilized on all specimen types (intact, reconstituted, remolded, compacted, etc.) that have a hydraulic conductivity less than about 1 × 10−6 m/s (1 × 10−4 cm/s), providing the head loss requirements of 5.2.3 are met. For the constant-volume methods, the hydraulic conductivity typically has to be less than about 1 × 10−7 m/s. 1.3.1 If the hydraulic conductivity is greater than about 1 × 10−6 m/s, but not more than about 1 × 10−5 m/s; then the size of the hydraulic tubing needs to be increased along with the porosity of the porous end pieces. Other strategies, such as using higher viscosity fluid or properly decreasing the cross-sectional area of the test specimen, or both, may also be possible. The key criterion is that the requirements covered in Section 5 have to be met. 1.3.2 If the hydraulic conductivity is less than about 1 × 10−11 m/s, then standard hydraulic systems and temperature environments will typically not suffice. Strategies that may be possible when dealing with such impervious materials may include the following: (a) controlling the temperature more precisely, 1.4 The hydraulic conductivity of materials with hydraulic conductivities greater than 1 × 10 −5 m/s may be determined by Test Method D2434. 1.5 All observed and calculated values shall conform to the guide for significant digits and rounding established in Practice D6026. 1.5.1 The procedures used to specify how data are collected, recorded, and calculated in this standard are regarded as the industry standard. In addition, they are representative of the significant digits that should generally be retained. The procedures used do not consider material variation, purpose for obtaining the data, special purpose studies, or any considerations for the user's objectives; and it is common practice to increase or reduce significant digits of reported data to be commensurate with these considerations. It is beyond the scope of this standard to consider significant digits used in analysis methods for engineering design. 1.6 This standard also contains a Hazards section (Section 7). 1.7 The time to perform this test depends on such items as the Method (A, B, C, D, E, or F) used, the initial degree of saturation of the test specimen and the hydraulic conductivity of the test specimen. The constant volume Methods (E and F) and Method D require the shortest period-of-time. Typically a test can be performed using Methods D, E, or F within two to three days. Methods A, B, and C take a longer period-of-time, from a few days to a few weeks depending on the hydraulic conductivity. Typically, about one week is required for hydraulic conductivities on the order of 1 × 10–9 m/s. The testing time is ultimately controlled by meeting the equilibrium criteria for each Method (see 9.5). 1.8 Units—The values stated in SI units are to be regarded as the standard. The inch-pound units given in parentheses are mathematical conversions, which are provided for information purposes only and are not considered standard, unless specifically stated as standard, such as 0.5 mm or 0.01 in. 1.9 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 and health practices and determine the applicability of regulatory limitations prior to use. |
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| 2. Referenced Documents | ||||||||||||||||||||||||||||||||||||||||||||
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