Performance Evaluation of Tunnel-Slag-Improved High Liquid Limit Soil in Subgrade: A Case Study.

Materials (Basel) · 2022 · PMC8911939 · PMID 35269208

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an increasing trendno p-value reported

It can be seen from Figure 10 and Table 11 that the maximum dry density of improved high liquid limit soil showed an increasing trend with the tunnel slag content.

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a decreasing trendno p-value reported

The cohesion of improved high liquid limit soils presented a decreasing trend as the tunnel slag content increased, but the internal friction angle increased with the content.

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