Controlling Effects of Residual Deformation on Pore Pressure: A Loess Soil Case

Figure 4

Response process of natural loess under static/dynamic loadings (normalized by the maximum value of testing data). (a) Samples 1–3 (US). (b) Samples 1–3 (US). (c) Samples 4–6 (SS). (d) Samples 4–6 (SS). (e) Sample 7 (SD). (f) Sample 8 (SD). (g) Sample 9 (UD). (h) Sample 10 (UD).

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