Stability Control of Staged Filling Construction on Soft Subsoil Using Hyperbolic Settlement Prediction Method: A Case Study of a Tidal Flat in China

Table 1

Summary of the monitoring sensors in the K53 + 787 construction section.

Number	Monitoring project	Sensors	Amount
1	Uneven surface settlement	Settlement profile	1
2	Deep lateral displacement on embankment	Inclinometer	2
3	Layered soil settlement	Layered settlement gauge	15
4	Pore pressure	Piezometers	15
5	Earth pressure	Earth pressure cell	3