Impact-Induced Liquefaction Mechanism of Sandy Silt at Different Saturations

Table 1

Design experimental scheme.

Specimens	Test content	Depth
		5 cm	15 cm	25 cm
No impact	Moisture content test	W1∼W5	W6∼W10	W11∼W5
	Vane shear test	V1∼V5	V6∼V10	V11∼V15
Impact	Total pressure	S1	S2	S3
	Pore water pressure	P1	P2	P3
	Moisture content test	W'1∼W'5	W'6∼W'10	W'11∼W'15
	Vane shear test	V'1∼V'5	V'6∼V'10	V'11∼V'15