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Stabilization of Earthwork by Introducing Reinforcing Additives When Mixing Soil

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Figure

Fig. 1. Embankment slopes’ slipout: a) general view; b) frozen layer hummock view on the landslide tip
Fig. 2.  Cross-profile of earthwork with track II shifting in weak soil condition: Pd – conditional dynamic resistance, MPa; I – current, mA
Table 2. Swamp type
Fig. 3. Engineering-geological section of settling embankment on the bog
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