44MR | APPO | AVPS | AVSC | BDGC | BDLB | BLOI | BWIW | CCON | CDRY | CEC | CLWC | CMST | COLE | COVB | CSSS | DENS | DFAC | DFDM | DIEL | DNLP | DS | DSHR | DSRN | DSTR | DTMP | EBCT | EM20 | FRFU | FRRD | FRTG | FSHR | FSTR | GBMF | GEBR | GLAZ | GLFL | GLHD | GLLE | GSPT | GTTM | HDMI | HEGF | HMA | HMAN | HMOH | IFP | IWCT | L10M | L1M | L20M | L2M | L30M | L5 | L5M | LDW | LOI | LQLM | MDPS | MLRG | MOIP | MOR | MOR5 | MORD | OLAD | P200 | P325 | PBPO | PCE | pHPG | pHPW | PPD | PRSM | PSHP | RC | RHEO | SADR | SAMG | SCLE | SHAB | SIEV | SLBY | SOLU | SPHC | SSAB | SVWT | TGA | THCO | TNST | TREL | TRMN | TSFL | | WABS | WOPL | WRA | WSR | XREF

UPSD - Ultimate Particle Size Distribution Test

This refers to ultimate particle size, it cannot be measured by using sieves, the units are microns. Testing equipment or a water sedimentation method must be used.

Typically it is expressed as cumulative undersize, that is, a series of percentage numbers matching a series of successively smaller micron measurements. Each of the numbers is the percentage of particles smaller than the specified micron particle size.

Comparative sedimentation tests in water can be also be done using a minimum of equipment. Where a range of particle sizes are present you can see them as layers after the sedimentation. Of course, a standard method needs to be developed so that each test uses a specific amount of water and clay or mineral powder. Clay powder should be prepared by pulverizing completely dry material so it slakes as much as possible in the water. The suspension should have plenty of water so that particles are free to fall.

Variables

VAL - Value (V)

Related Information

Which clay contains more soluble salts?

Example of sedimentation test to compare soluble salts water extracts from suspended clay. This simple test also reveals ultimate particle size distribution differences in clays that a sieve analysis cannot do.

Can we ball mill a clay and make it more colloidal? Yes.

This 1000 ml 24 hour sedimentation test compares Plainsman A2 ball clay ground to 10 mesh (left) with that same material ball milled for an hour (right). The 10 mesh designation is a little misleading, those are agglomerates. When it is put into water many of those particles break down releasing the ultimates and it does suspend fairly well. But after 24 hours, not only has it settled completely from the upper section but there is a heavy sediment on the bottom. But with the milled material it has only settled slightly and there is no sediment on the bottom. Clearly, using an industrial attrition ball mill this material could be made completely colloidal.

Links

Tests Average Particle Size (Microns)
Tests Sieve Analysis 35-325 Wet
Tests Sieve Analysis Dry
Glossary Ultimate Particles
Utlimate particles of ceramic materials are finer than can be measured even on a 325 mesh screen. These particles are the key players in the physical presence of the material.
Glossary Slaking
This term is using in ceramics to describe how a dry clay disintegrates when it is immersed in or exposed to water. Different clays have different slaking rates.
Typecodes Particle Tests
Tests conducted to determine particle populations, sizes, shapes, densities, surface areas, etc.

By Tony Hansen


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