A New Method for Reducing Collapsibility of Loess Foundation with Thicker Deposit: The Borehole Preimmersion Method

<div>(a) Self-weight coefficient of soil samples with different pore depth change curves. (b) Change curve of the collapsibility coefficient for pore soil samples with layer depth.</div>

Advances in Civil Engineering

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Figure 14

Figure 14: A New Method for Reducing Collapsibility of Loess Foundation with Thicker Deposit: The Borehole Preimmersion Method 