Stratigraphic numbering | Geotechnical name | Indoor penetration test | Permeability coefficient range of in-situ test (M/D) | Permeability coefficient (M/D) | |
kV (m/d) | kH (m/d) | ||||
<1> | Artificial fill | - | - | - | 1 |
<3-1> | Silty sand | - | - | - | 3 |
<3-2> | Medium coarse sand | - | - | - | 10 |
<3-3> | Coarse gravel | - | - | - | 15 |
<3-4> | Pebble | - | - | - | 25 |
<4-2B> | Muddy clay | - | - | - | 0.001 |
<4-3> | Silty clay | - | - | - | 0.1 |
<4N-2> | Plastic silty clay | - | - | - | 0.2 |
<5H-1> | Plastic granite residual (upper level) | - | - | - | 0.1 |
<5H-2> | Hard plastic granite residual (lower level) | - | -- | - | 0.15 |
<6H> | Completely weathered granite | 0.31 | 0.28 | - | 0.3 |
<6H> | Completely weathered granite (after construction) | 0.52 | 0.49 | - | 0.5 |
<7H> | Strongly weathered granite | - | - | 1.37 - 1.81 | 1.59 |
<7H> | Strongly weathered granite (after construction) | -- | -- | -- | 5.29 |
<8H> | Moderately weathered granite | - | - | 0.58 - 0.80 | 0.69 |
<8H> | Moderately weathered granite (after construction) | - | - | - | 4.22 |
<9H> | Slightly weathered granite | - | - | - | 0.02 |
<9H> | Slightly weathered granite (after construction) | - | - | - | 0.83 |