Foundation Treatment Assessment and Postconstruction Settlement Prediction of a Loess High Fill Embankment: A Case Study

Figure 2

Profile of the stratum of the test section and physical-mechanical parameters of soil samples. (a) Profile of the stratum of the test section of the airport. (b) Water content. (c) Dry density. (d) Void ratio. (e) Liquid limit. (f) Plastic limit. (g) Saturation degree. (h) Gravity collapsibility coefficient. (i) Collapsibility coefficient. (j) Compression modulus.

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