Ras al Khaimah -
United Arab Emirates
S.No | Test Name | Test Method |
---|---|---|
1 | GEOTECHNICAL INVESTIGATION | BS |
2 | DETERMINATION OF CALIFORNIA BEARING RATIO (CBR) | BS 1377- Part 4 |
3 | DETERMINATION OF DRY DENSITY-MOISTURE CONTENT RELATIONSHIP USING 4.5KG. RAMMER | BS 1377- Part 4 |
4 | DETERMINATION OF I-SITU DENSITY BY SAND REPLACEMENT | BS 1377: 1990 |
5 | DETERMINATION OF I-SITU DENSITY BY SAND REPLACEMENT (SMALL POURING CYLINDER) | BS 1377 - Part 9 |
6 | DETERMINATION OF PARTICLE SIZE DISTRIBUTION | BS 1377 - Part 2 |
7 | DETERMINATION OF PARTICLE SIZE DISTRIBUTION | BS 1377 Part 2 |
8 | DETERMINATION OF LIQUID LIMIT -CONE PENETROMETER | BS 1377 - Part 2 |
9 | PLATE LOAD TEST | BS 1377:Part 9 /ASTM 1194 |
10 | LIQUID LIMIT,PLASTIC LIMIT & PLASTICITY INDEX OF SOIL- CASAGRANDE METHOD | BS 1377:Part2 |
11 | LINEAR SHRINKAGE OF SOIL | BS 1377: Part 2 |
12 | DAILY MOISTURE CHECK OF SOIL | BS 1377: Part 2 |
13 | PERCOLATION VALUE OF SOIL | BS 6297 |
14 | PARTICLE SIZE DISTRIBUTION BY HYDROMETER METHOD OF SOIL | ASTM D 422 |
15 | INSITU CBR TEST | BS 1377: Part 9 |
16 | DETERMINATION OF LIQUID LIMIT, PLASTIC LIMIT & PLASTICITY INDEX OF SOIL | AASHTO DESIGNATION T89-/ T90 |
17 | MDD/OMC | AASHTO DESIGNATION T180 / T99 |
18 | CALIFORNIA BEARING RATION OF LABORATORY COMPACTED SOIL | AASHTO designation T193 |
19 | DETERMINATION OF MOISTURE CONTENT | BS 1377 Part 2 |
20 | CBR | ASTM designation D 1883 |
21 | MOISTURE DENSITY RELATION OF SOIL | ASTM designation D 1557 |
22 | SPECIFIC GRAVITY | AASHTO T 100 |
23 | FREE SWELL INDEX OF SOIL | IS :2720 ( Part XL) |
24 | DETERMINATION OF LIQUID LIMIT, PLASTIC LIMIT & PLASTICITY INDEX OF SOIL | ASTM DESIGNATION D 4318 |
25 | DETERMINATION OF FINES-SAND EQUIVALENT TEST | BS EN 933-8 |