GeoTesting Express is a provider of Soil Testing Services – ASTM D, Standard Test Methods for Measurement of Hydraulic Conductivity of Saturated Porous. All the Controls products ASTM D standard. Enter now!. Standard Test Method for Measurement of Hydraulic Conductivity of Saturated Porous Materials Using a Flexible Wall Permeameter.

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Also measure and record any changes in height of the test specimen, if being monitored see Note These lines can not have any air bubbles in them. This allows one to become familiar with the notation and required parameters before addressing that relatively complicated equation development process.

The value of Neither hard clods nor individual particles of the material shall exceed 1? asrm

Units other than second smeters metc. Inhalation of mercury vapor is a serious health hazard. To prevent dissolution of air back into the water, deaired water shall not be exposed to air for prolonged periods. Place the membrane around the specimen, and using the membrane expander or other suitable O-ring expander, place one or more O-rings to seal the membrane to the base and one or more additional O-rings to seal the membrane to the top cap.

Somewhat larger hydraulic gradients are usually used asym the laboratory to accelerate testing, but excessive gradients must be avoided because high seepage pressures may consolidate the material, material may be washed from the specimen, or?

ASTM D5084

As shown in Fig. Specimens shall be trimmed, whenever possible, in an environment where changes in water content are minimized. TRITECH original high-performance load frames for triaxial tests, ideal solution for advanced and research laboratories that perform high quality tests at high productivity levels. Therefore, its notation should be Dh not h; however, the tradition in geotechnical engineering is to use h instead of Dh.


Link to Active This link will always route to the current Active version of the standard. Follow us D5048 LinkedIn.

The key criterion is that the requirements covered in Section 5 have to be met. Conditions at the time of sample extrusion may dictate the direction of removal, but the principal concern is to keep the degree of disturbance minimal. Agencies that meet the criteria of Practice D are generally considered capable of competent and objective testing, sampling, inspection, etc. The ends of the test specimen shall be cut and not troweled troweling can seal off cracks, slickensides, or other secondary features that might conduct water?

Measure and record periodically the quantity of in? Therefore, where-ever practical use stainless steel? Methods A, B, and C take a longer period-of-time, from a few days to a few weeks depending on the hydraulic conductivity.

Active Risk Management

Based on the above, an initial void ratio of 0. A controlled high-humidity room is usually used for this purpose. With this understanding, asstm can thereby know the accuracy to which volume changes need to be controlled while testing. In addition, they are representative of the significant digits that should generally be retained.

ASTM D, Test equipment Controls

This CaCl2 solution is thought to neither increase nor decrease signi? Apply a small con?

Rigid tubing, such as metallic or rigid thermoplastic tubing, or glass shall be used. The testing time is ultimately controlled by meeting the equilibrium criteria for each Method see 9. These hydraulic systems are as follows:. Then carefully disassemble the permeameter cell and remove the specimen.


The back pressure may be provided by a compressed gas supply, a deadweight acting on a piston, or any other method capable of applying and controlling the back pressure to the tolerance prescribed in this paragraph.

Also, the initial degree of saturation shall be estimated this information may be used later in the back-pressure stage. There are six alternate methods or hydraulic systems that may be used to measure the hydraulic conductivity. A pressure gage, electronic pressure transducer, or any other device of suitable accuracy shall measure pressures to a minimum of three signi? At no time shall a head be applied such that the effective con? Aztm designing this type of hydraulic system, the area of the tailwater tube aout is made signi?

To assist in removal of trapped air, a small hydraulic gradient may be applied across the specimen to induce? Distilled water can adtm Typically a test can be performed using Methods D, E, or F within two to 2 The boldface numbers in parentheses refer to the list of references appended to d50084 standard. The mass of aatm less than g shall be determined to the nearest 0. Attach the cell pressure reservoir to the permeameter cell line and the hydraulic system to the in?

D — 03 three days.

ASTM International takes no position respecting the validity of any patent v5084 asserted in connection with any item mentioned in this standard. This simulates the direction of? These test methods apply to water-saturated porous materials containing virtually no air.