Prediction of Response of Existing Building Piles to Adjacent Deep Excavation in Soft Clay

Table 4

Soil profiles and parameters of Wulin Road excavation.

Layer number	Name of soil layer	h (m)	c (kPa)	φ (°)	Es (MPa)	Gs (MPa)	IP	IL	ν	r0 (m)	rm (m)	δ (°)	Rsf
1	Fill	4	10	15	1.61	2.47	—	—	0.3	0.35	16.0	30	0.9
2	Soft silty clay	7	13	9	2.3	3.54	16.0	1.13
3	Soft silty clay or silt	5	14	11	2.8	4.31	11.9	1.3
4	Soft silty clay	9	12	8.5	2.4	3.69	15.6	1.19
5	Soft clay	3	11	7.5	2.2	3.38	18.7	1.06
6	Silty clay	6	23	13.5	3.5	5.38	16.4	0.74
7	Sand	2	0	31	12	18.46	—	—