Influential Factors of the Static Shear Properties of Coral Mud in the South China Sea

Table 3

Program of CU shear tests.

Number	p0 (kPa)	ρd (g/cm^3)	e0	(%)
CMA01	100	1.47	0.89	32
CMA02	200	1.47	0.89	32
CMA03	300	1.47	0.89	32
CMA04	400	1.47	0.89	32
CMA05	600	1.47	0.89	32
CMB01	100	1.51	0.83	30
CMB02	200	1.51	0.83	30
CMB03	300	1.51	0.83	30
CMB04	400	1.51	0.83	30
CMC01	100	1.56	0.78	28
CMC02	200	1.56	0.78	28
CMC03	300	1.56	0.78	28
CMC04	400	1.56	0.78	28
CMD01	100	1.64	0.69	25
CMD02	200	1.64	0.69	25
CMD03	300	1.64	0.69	25
CMD04	400	1.64	0.69	25
TZA01	100	1.47	0.89	32
TZA02	200	1.47	0.89	32
TZA03	300	1.47	0.89	32
TZA04	400	1.47	0.89	32
TZB01	100	1.51	0.83	30
TZB02	200	1.51	0.83	30
TZB03	300	1.51	0.83	30
TZB04	400	1.51	0.83	30
TZC01	100	1.64	0.69	25
TZC02	200	1.64	0.69	25
TZC03	300	1.64	0.69	25
TZC04	400	1.64	0.69	25

p₀ means initial confining pressure, ρ_d means dry density, e₀ means initial void ratio, and means initial moisture content.