These methods of test are intended for determining the relation between moisture content and density of soil?Ccement mixtures when compacted before cement hydration as prescribed.
A 944-cm3 (1/30-ft3) mold and a 2.5-kg (5.5-lb) rammer dropped from a height of 305 mm (12 in.) are used and two methods, depending on soil gradation, are covered, as follows:
- Method A??Soil material passing a 4.75-mm (No. 4) sieve. This method shall be used when 100 percent of the soil sample passes the 4.75-mm (No. 4) sieve; or
- Method B??Soil material passing a 19.0-mm (3/4-in.) sieve. This method shall be used when part of the soil sample is retained on the 4.75-mm (No. 4) sieve.
This test method applies to soil?Ccement mixtures that have 30 percent or less retained on the 19.0-mm (3/4-in.) sieve, when Method B is used. The material retained on these sieves shall be defined as oversized particles (coarse particles).
- Published:
- 2005
- Number of Pages:
- 9
- File Size:
- 1 file , 1.2 MB
- Product Code(s):
- T134-05-UL, T134-05-UL, T134-05-UL
- Note:
- This product is unavailable in Ukraine, Russia, Belarus
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