Determination of Embedded Depth of Soldier Piles in Pile-Anchor Supporting System in Granite Residual Soil Area

Table 4

Geotechnical parameters used in the study.

Parameter	α	(MPa)	(MPa)	(MPa)	(kPa)	(°)	(kPa)					(°)
Plain fill	1.3	6.5	6.5	39	8	12	100	0.44	0.9	0.79	0.7	0
Gravel clay	1.3	22.1	22.1	66.3	25	22	100	0.41	0.9	0.63	0.7	0
Fully weathered granite	2.0	72	72	216	30	25	100	0.4	0.9	0.58	1	0