Research Article
Research on Soft Rocks for the Construction of Roadbeds for High-Speed Railroad: Effect of Water Soaking Environment
Table 9
Deformation values recorded for each monitoring node recorded under different water content states and cement slurry filling rates.
| Name | Monitoring the deformation of nodes (mm) | A | B | C | D | E |
| Field measurement of natural state | −0.1408 | −0.5234 | −1.5154 | −0.7295 | −2.9453 | Natural water content state | −0.1392 | −0.4992 | −1.4765 | −0.7417 | −2.8088 | Saturated state | −0.1562 | −0.5098 | −1.7217 | −0.8545 | −3.2724 | Saturated-cement slurry fill rate 8% | −0.0851 | −0.3039 | −0.9185 | −0.4676 | −1.8734 | Saturated-cement slurry fill rate 16% | −0.0559 | −0.1972 | −0.5274 | −0.2769 | −1.1302 | Saturated-cement slurry fill rate 24% | −0.0297 | −0.0956 | −0.2505 | −0.1383 | −0.5651 | Saturated-cement slurry fill rate 32% | −0.0210 | −0.0654 | −0.1566 | −0.0903 | −0.3497 |
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