Controlling Effects of Residual Deformation on Pore Pressure: A Loess Soil Case

Table 2

The maximum values of corresponding testing data in laboratory for the normalization.

Sample number	Shear stress (kPa)	Initial shear strength (kPa)	Effective buried pressure (kPa)	Strain (%)		Excess pore pressure (kPa)
				Vertical	Bulk	Air	Water
1	101.0	58.0	52.5	19.68	0.73	1.5	—
2	235.0	111.0	148.0	19.52	2.19	4.3	—
3	196.2	111.0	140.8	19.36	3.00	7.3	—
4	10.5	9.2	34.5	17.95	1.86	—	26.6
5	17.7	15.4	53.9	19.03	1.78	—	38.9
6	23.5	21.5	83.4	16.78	1.94	—	63.8
7	8.3	14.8	46.8	0.28	0.24	—	4.2
	9.8			2.78	0.93	—	20.4
	10.0			16.97	1.23	—	28.6
8	10.9	14.7	47.8	11.14	1.16	—	28.8
9	49.5	74.2	96.3	0.19	0.08	0.17	—
	67.5			0.44	0.16	0.41	—
	79.9			0.76	0.49	2.24	—
10	33.8	82.2	99.5	0.23	0.73	1.35	—
	51.3			0.44	1.70	3.69	—