Centrifuge Model Test on the Settlement of Valley-Type Loess Filled after Construction and Subjected to Rainfall Infiltration

Table 2

Test program.

Test no.	Type	Acceleration (g)	Prototype size (m)	Slope angle (°)	Filling loess (water content (%) and dry density (g/cm^3))
T1	Foundation	100	55	—	16.0%, 1.65
T2	Valley		60	30	12.0%, 1.65
T3	Valley				Upper half: 12.0%, 1.65; Lower half: 12.0%, 1.56