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Standard Test Method for Fluid Loss of Clay Component of Geosynthetic Clay Liners
ASTM D5891/D5891M-25
Organization:
ASTM - ASTM International
Year: 2025
Abstract: 4.1 Clay mineral is the functional component of GCL that reduces the hydraulic conductivity of industrial waste or ground water through the liner. 4.2 Clay mineral quality can vary significantly and affect the hydraulic conductivity of the GCL composite. This test method evaluates a significant property of clay mineral that relates to performance.
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Standard Test Method for Fluid Loss of Clay Component of Geosynthetic Clay Liners
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| contributor author | ASTM - ASTM International | |
| date accessioned | 2025-09-30T19:26:51Z | |
| date available | 2025-09-30T19:26:51Z | |
| date copyright | 2025 | |
| date issued | 2025 | |
| identifier other | d5891_d5891m-25.pdf | |
| identifier uri | http://yse.yabesh.ir/std;jsery=autho1826ear3081DAC4/handle/yse/343599 | |
| description abstract | 4.1 Clay mineral is the functional component of GCL that reduces the hydraulic conductivity of industrial waste or ground water through the liner. 4.2 Clay mineral quality can vary significantly and affect the hydraulic conductivity of the GCL composite. This test method evaluates a significant property of clay mineral that relates to performance. | |
| language | English | |
| title | Standard Test Method for Fluid Loss of Clay Component of Geosynthetic Clay Liners | en |
| title | ASTM D5891/D5891M-25 | num |
| type | standard | |
| status | Active | |
| tree | ASTM - ASTM International:;2025 | |
| contenttype | fulltext | |
| scope | 1.1 This test method covers an index method that enables the evaluation of fluid loss properties of a clay mineral film deposited on a filter paper from a 6 % solids slurry of clay mineral at 100 psi (kPa) pressure as a measure of its usefulness for permeability or hydraulic conductivity reduction in geosynthetic clay liners (GCL). This test method is not applicable for clays with polymers. 1.2 This test method is adapted from American Petroleum Institute drilling fluid specifications for bentonite. 1.3 Powdered clay mineral is tested as produced; granular clay mineral should be ground to 100 % passing a 100 mesh U.S. Standard Sieve with a minimum of 65 % passing a 200 mesh U.S. Standard Sieve with the whole ground product used for testing. 1.4 The 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. 1.5 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.2 1.6 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. | |
| identifier DOI | 10.1520/D5891_D5891M-25 |