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Adding alginate and reinforcing with wool fibre doubles the soil compression resistance.
The developed model has a significantly better performance than the existing empirical equations for the soil compression index.
Soil compression and least limiting water range were evaluated with undisturbed samples at a depth of 0.00 0.05 m.
The results indicate that the MEP approach accurately characterizes the soil compression index leading to a very good prediction performance.
The proposed model relates the soil compression index to its liquid limit, plastic limit and void ratio.
The correlation coefficients between the experimental and predicted soil compression index values are equal to 0.935 and 0.901 for the calibration and testing data sets, respectively.
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During the compression phase, the soil compressibility relates to the formation of additive skeletal structure, while the rebound behavior during the unloading phase is determined by the competing mechanical and physico-chemical effects.
Metro station constructions are mostly taking pit dewatering measures, while the dewatering of aquifer may cause soil layer compression, land subsidence, foundation's deformation, cracking and tilting of the buildings, and so on.
The fracture toughness KIC and KIIC of the main crack tip of the specimens are calculated with obtained experimental results and the law of KIC and KIIC changing with tilted angles, temperatures and loading rate is obtained to gain an insight to damage mechanism of frozen soil in compression.
These models are based on previous work by Earl Earll R. Assessment of the behaviour of field soils during compression.
This study focused on exploring the effects of cornsilk fibers on mechanical properties of cemented soil by conducting compaction, compression, and splitting tension tests.
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