Research Article
Comparative Study on Triaxial Test of Undisturbed and Remolded Loess
Table 2
Calculation of total stress on specimen.
| | Sample no. | Total stress overlying | | Distribution of overlying rock and soil layers | Thickness (m) | Density (g/cm3) | Total stress overlying (kPa) |
| | D14-01 | Miscellaneous soil filling | 1.9 | 1.80 | 204 | | Loess-like soil (2-1-1) | 3.8 | 35 | | Loess-like soil (2-1-2) | 6.3 | 1.76 |
| | D14-02 | Miscellaneous soil filling | 1.9 | 1.80 | 221 | | Loess-like soil (2-1-1) | 3.8 | 35 | | Loess-like soil (2-1-2) | 7.3 | 1.76 |
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