ASTM-D5084 2010
$58.50
D5084-10 Standard Test Methods for Measurement of Hydraulic Conductivity of Saturated Porous Materials Using a Flexible Wall Permeameter
Published By | Publication Date | Number of Pages |
ASTM | 2010 | 23 |
ASTM D5084-10
Historical Standard: Standard Test Methods for Measurement of Hydraulic Conductivity of Saturated Porous Materials Using a Flexible Wall Permeameter
ASTM D5084
Scope
1.1 These test methods cover laboratory measurement of the hydraulic conductivity (also referred to as coefficient of permeability) of water-saturated porous materials with a flexible wall permeameter at temperatures between about 15 and 30°C (59 and 86°F). Temperatures outside this range may be used; however, the user would have to determine the specific gravity of mercury and RT (see 10.3) at those temperatures using data from Handbook of Chemistry and Physics. There are six alternate methods or hydraulic systems that may be used to measure the hydraulic conductivity. These hydraulic systems are as follows:
Keywords
coefficient of permeability; constant head; constant rate of flow; constant volume; falling head; hydraulic barriers; hydraulic conductivity; liner; permeability; permeameter; Coefficient of permeability; Compaction measurement–soils; Constant head testing; Constant rate of flow test; Darcy’s law; Falling head test; Hydraulic conductivity/transmissivity; Liner; Permeameters; Pressure testing–soil; Saturation; Voids; Water-saturated porous materials
ICS Code
ICS Number Code 91.100.50 (Binders. Sealing materials)
DOI: 10.1520/D5084-10
PDF Catalog
PDF Pages | PDF Title |
---|---|
1 | Scope |
2 | Referenced Documents Terminology Significance and Use |
3 | Apparatus |
4 | FIG. 1 |
5 | FIG. 2 |
6 | FIG. 3 |
7 | FIG. 4 |
8 | Reagents Hazards |
9 | Test Specimens Procedure |
10 | FIG. 5 |
13 | Calculation TABLE 1 |
14 | Report: Test Data Sheet(s)/Form(s) |
15 | Precision and Bias Keywords X1. DEVELOPMENT OF HYDRAULIC CONDUCTIVITY EQUATION FOR THE MERCURY CONSTANT VOLUME-FALLING HEAD HYDRAULIC SYSTEM X1.1 TABLE 2 TABLE 3 |
16 | X1.2 FIG. X1.1 |
17 | FIG. X1.2 |
18 | X1.3 FIG. X1.3 |
19 | FIG. X1.4 |
20 | X1.4 X1.5 |
21 | X2. RELATIONSHIP BETWEEN CHANGE IN AXIAL STRAIN AND HYDRAULIC CONDUCTIVITY OF TEST SPECIMEN X2.1 X2.2 X2.3 X2.4 |
22 | X2.5 FIG. X2.1 |
23 | REFERENCES |