Table 3. SCT site: variation of shear... | Emerald Publishing

Table 3.

SCT site: variation of shear wave velocity with depth

Depth: m		Soil type	γ: kN/m³ (Martinez-Hernandez et al., 2002)	G: MPa (Martinez-Hernandez et al., 2002)	Shear wave velocity, V_s: m/s
Top	Base	Soil type	γ: kN/m³ (Martinez-Hernandez et al., 2002)	G: MPa (Martinez-Hernandez et al., 2002)	V_s + 0% calculated from Ovando-Shelley et al. (2007)	Back-calculated from G	V_s + 15% (clay layers only)
0	4	Sand	15·84	6·7	100	64	100
4	9	Clay	11·88	4·3	55	60	64
9	14	Clay	11·88	4·3	55	60	64
14	20	Clay	12·28	12·3	55	99	64
20	31	Clay	12·28	12·3	75	99	86
31	36	Sandy silt	15·81	254	300	397	300
36	40	Clay	13·54	40·58	150	171	173

Depth: m		Soil type	γ: kN/m³ (Martinez-Hernandez et al., 2002)	G: MPa (Martinez-Hernandez et al., 2002)	Shear wave velocity, V_s: m/s
Top	Base	Soil type	γ: kN/m³ (Martinez-Hernandez et al., 2002)	G: MPa (Martinez-Hernandez et al., 2002)	V_s + 0% calculated from Ovando-Shelley et al. (2007)	Back-calculated from G	V_s + 15% (clay layers only)
0	4	Sand	15·84	6·7	100	64	100
4	9	Clay	11·88	4·3	55	60	64
9	14	Clay	11·88	4·3	55	60	64
14	20	Clay	12·28	12·3	55	99	64
20	31	Clay	12·28	12·3	75	99	86
31	36	Sandy silt	15·81	254	300	397	300
36	40	Clay	13·54	40·58	150	171	173