Experimental study on the influence of ground temperature and pore water pressure on the mechanics of excavation unloading sandstone.

Sci Rep · 2025 · PMC12318011 · PMID 40753117

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a decreasing trendno p-value reported

Figure 7 shows that when the pore water pressure is the same, the elastic modulus of the rock samples increases with rising temperature (calculated in this study based on the slope of the linear segment of the axial stress–strain curve of the rock samples), while the peak stress exhibits a decreasing trend.

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