ILT-U-1719
Soil determinations.
DETERMINATION | METHOD |
| Methods of test for Soils for civil engineering Purposes Part 2: Classification tests Determination of the liquid limit – Cone penetrometer method | BS 1377 Part 2 Clause 4.3 |
| Methods of test for Soils for civil engineering Purposes Part 2: Classification tests Determination of Plastic Limit and Plasticity Index | BS 1377 Part 2 Clause 5.3 & Clause 5.4 |
| Methods of test for Soils for civil engineering Purposes Part 2: Classification tests Determination of particle size distribution | BS 1377 Part 2 Clause 9.2 & 9.3 |
| Methods of test for soils for civil engineering Purposes Part 4: Compaction-related tests Determination of dry density / moisture content relationship | BS 1377 Part 4 Clause 3.5 and 3.6-1990 |
| Methods of test for soils for civil engineering Purposes Part 4: Compaction-related tests. Determination of California bearing ratio | BS 1377 Part 4 Clause 7 |
| Methods for test for soils for civil engineering Purposes Part 9: In-situ tests Sand replacement method suitable for fine, medium and coarse grained soils (large pouring cylinder method | BS 1377 Part 9 Clause 2.2 |
| Methods for test for soils) for civil engineering Purposes Part 9: In-situ tests Filed Density test by Nuclear Gauge FDT Methods of test for soils for civil engineering | BS 1377 Part-9 Test no.2.5 |
| Purposes Part 2: Classification tests Determination of moisture content | BS 1377 Part 2 Clause 3 |
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ILT-U-1301
Determination of nitrogen in soil
