Geosynthetics clogging tester
TSY-15 type
one,
Geosynthetics clogging tester
Scope of application
Suitable for geosynthetics filter test, soil and geotextile under certain water flow conditions
Permeability coefficient and permeability ratio of the system and its interface, and determination of geotextile mud
Quantity, to judge the geosynthetic material as a kind of soil filter layer, whether it will produce unallowed silt
Blocking. Blocking test The alloying material is used on both sides of the infiltration clamp, and the organic material is used in the middle to seal
Good performance, convenient and fast loading and unloading of samples.
two,
Geosynthetics clogging tester
Meet the standard JTG E50-2006 T1145, SL/T 235-2012, etc.
three,
Geosynthetics clogging tester
Technical Parameters
1. Test tube inner diameter: Ф100mm
2, soil sample thickness: 100mm
3, screen aperture: 6mm
4. Test tube inner diameter: 8mm
5, measuring plate graduation value: 1mm
6, power: 220V, 50Hz
7. Dimensions: 650×750×1900mm (L×W×H)
8, weight: 125Kg
four,
Geosynthetics clogging tester
experiment procedure:
1. Sampling: Sampling according to the provisions of this regulation T1101—2006.
2, the number and size of the sample: the size of the sample should be compatible with the size of the permeator; the number of samples depends on the actual test combination and the number of layers of fabric in the design filter layer.
3. Weigh the quality of the geotextile sample before the test to the nearest 0.01g.
4. Soil material: After the soil material is air-dried, it is sieved to remove particles with a particle size larger than 5 mm.
5, test water: test application of degassed water, water temperature should be 3 ° C - 4 ° C higher than room temperature.
6. Place the fabric sample and the screen together in the holding device and seal them.
7. Load the soil sample, the height of the soil sample is 100mm. For the loose soil sample, the air-dried soil can be poured into the permeameter to be leveled by a funnel; for dense soil samples, the required density should be layered and compacted. The inlet of the piezometer should be prevented from being blocked during the loading process.
8. Saturated soil samples. There is a drain pipe inlet water, so that the water flows slowly from the bottom of the sample, and the inlet head can be controlled to be less than 25mm, until the water level rises to a certain height on the top surface of the soil sample, the water can be injected from the inlet pipe, and the entire container is filled with water ( In order to accelerate the saturation of soil samples, vacuum pumping can be used.)
9. Adjust the water level: Make the hydraulic gradient i reach 1.0 and observe the water level change in the pressure measuring tube.
10. When all the pressure tube readings have stabilized, keep the upstream water inlet container at the normal water head, open the water outlet valve, and the water flow through the sample for seepage.
11. The water level and water seepage of the pressure measuring tube are measured once every hour, and the water seepage time and water temperature are recorded at the same time, and the continuous reading is 24 hours. If the reading is not safe and stable, the reading time can be appropriately delayed until it is stable.
12. After the test at i=1.0, adjust the hydraulic gradient i. The test was carried out for i=2.5, i=4.0, and i=10.0, respectively. When each level of i is increased, the pressure tube reading should be stable and the flow should be more than 1.5h under this gradient. When i reaches 10.0 and the pressure tube reading is stable, repeat steps 10-11.
13. At the end of the test, take out the geotextile sample, gently clear the surface floating soil, and then weigh the total mass of the geotextile and its internal soil after drying, to the nearest 0.01g.
Fives,
Geosynthetics clogging tester
experiment report
The test report should include the following:
1, sample name, specifications and models;
2. Description of the soil state;
3. The date of the test;
4. The number of layers of the sample during the test;
5. The gradient ratio and the gradient ratio change curve with time;
6. The soil content per unit volume of the sample;
7. Any detailed description of deviation from the prescribed procedures.
Geosynthetics clogging tester picture: 
The function of heat shrinkable tube is the insulation, sealing and protection of cable. To put it simply, the heat shrinkable tube has the function of sealing, waterproof and electrical insulation on live equipment.
There are many kinds of appearance of heat shrinkable tubes. Different colors are used in different places and can also play a distinct role in marking different electrical edges.
Heat shrinkable tubes are generally used in wiring harnesses, cables, high and low voltage electrical cabinets, substation power projects and other places that need insulation protection.
nsulation tubes also exist in common household appliances at home, such as the heating base plate of electric kettle and the wiring harness of heater of PTC of air conditioner, etc. Heat shrinkable tubes can generally be seen in these places.
Our Clear Heat Shrink Tubing is supplied as a continuous tube that is printable on both the sides. The Rigid Heat Shrink contains polyolefin compound and has good tensile strength and resistance to organic solvents and chemicals.
We are the professional manufacturer of Rigid Heat Shrink Tubing(Rigid Heat Shrink Tubing) in China for more than 25 years,if you want to know more information about our company and products, please visit our website.
Rigid Heat Shrink Tubing,Rigid Heat Shrink,Clear Heat Shrink Tubing,Clear Shrink Tubing
CAS Applied Chemistry Materials Co.,Ltd. , https://www.casac1997.com