U CS data for initial and modified soils for the Route FT31, Jalan Banting Semenyih and Petronas MTBE sites
| Site location | Sample | Unconfined compressive stress: kPa | Undrained stiffness, E u: kPa |
|---|---|---|---|
| Route FT31, Jalan Banting Semenyih | NS01 | 56·8 | 1000 |
| NS02 | 280·2 | 13 333 | |
| NS03 | 257·5 | 20 000 | |
| MS01 | 616·9 | 10 000 | |
| MS02 | 728·2 | 25 000 | |
| MS03 | 510·0 | 40 000 | |
| Petronas MTBE | NS01 | 58·4 | 666 |
| NS02 | 91·0 | 3000 | |
| NS03 | 62·1 | 1333 | |
| MS01 | 131·5 | 4000 | |
| MS02 | 126·0 | 1200 | |
| MS03 | 145·0 | 7000 |
| Site location | Sample | Unconfined compressive stress: kPa | Undrained stiffness, |
|---|---|---|---|
| Route FT31, Jalan Banting Semenyih | NS01 | 56·8 | 1000 |
| NS02 | 280·2 | 13 333 | |
| NS03 | 257·5 | 20 000 | |
| MS01 | 616·9 | 10 000 | |
| MS02 | 728·2 | 25 000 | |
| MS03 | 510·0 | 40 000 | |
| Petronas MTBE | NS01 | 58·4 | 666 |
| NS02 | 91·0 | 3000 | |
| NS03 | 62·1 | 1333 | |
| MS01 | 131·5 | 4000 | |
| MS02 | 126·0 | 1200 | |
| MS03 | 145·0 | 7000 |
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