Review Article
Pipeline Performances under Earthquake-Induced Soil Liquefaction: State of the Art on Real Observations, Model Tests, and Numerical Simulations
Table 2
Tests characteristics (extracted from [
31]).
| | Test | Pipe | Soil | Container | | ID | Mass (kg) | Sand type | Pore fluid viscosity/centrifuge g-level (cSt/g) | Hydraulic conductivity (m/s) | Box type |
| | DC-02 | 5425 | Hostun | 1 | 4.37 × 10−4 | ESB box | | DC-03 | 5425 | Fraction E | 1 | 0.99 × 10−4 | ESB box | | DC-04 | 5425 | Hostun | 1/9 | 3.93 × 10−3 | ESB box | | DC-04b | 5425 & 438 | Hostun | 1/3 | 1.31 × 10−3 | Window box | | DC-07 | 5425 & 438 | Hostun | 1 | 4.37 × 10−4 | Window box | | DC-10 | 2411 & 195 | Hostun | 1 | 4.37 × 10−4 | Window box |
|
|
