U CS data for initial and modified soils for Ayer Hitam and Karak sites
| Site location | Sample | Unconfined compressive stress: kPa | Undrained stiffness, E u: kPa |
|---|---|---|---|
| Ayer Hitam km 88·78 | NS2.1 | 59·1 | 2500 |
| NS2.2 | 83·7 | 5000 | |
| NS2.3 | 90·1 | 4000 | |
| MS2.1 | 225·0 | 8000 | |
| MS2.1 | 206·1 | 7000 | |
| MS2.1 | 190·4 | 6667 | |
| Karak km 48·7 | NS01 | 90·2 | 2500 |
| NS02 | 102·3 | 2000 | |
| NS03 | 114·8 | 2000 | |
| MS01 | 114·4 | 2500 | |
| MS02 | 375·4 | 30 000 | |
| MS03 | 303·6 | 25 000 |
| Site location | Sample | Unconfined compressive stress: kPa | Undrained stiffness, |
|---|---|---|---|
| Ayer Hitam km 88·78 | NS2.1 | 59·1 | 2500 |
| NS2.2 | 83·7 | 5000 | |
| NS2.3 | 90·1 | 4000 | |
| MS2.1 | 225·0 | 8000 | |
| MS2.1 | 206·1 | 7000 | |
| MS2.1 | 190·4 | 6667 | |
| Karak km 48·7 | NS01 | 90·2 | 2500 |
| NS02 | 102·3 | 2000 | |
| NS03 | 114·8 | 2000 | |
| MS01 | 114·4 | 2500 | |
| MS02 | 375·4 | 30 000 | |
| MS03 | 303·6 | 25 000 |
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