Consortium, T. M. G. (1985). (Table 12) Undrained shear strength and effective overburden stress ratio from CIU triaxial tests and adjusted for the in situ KQ condition for DSDP Hole 86-576A sediments. PANGAEA.
Chicago Style (17th ed.) CitationConsortium, The Marine Geotechnical. (Table 12) Undrained Shear Strength and Effective Overburden Stress Ratio from CIU Triaxial Tests and Adjusted for the in Situ KQ Condition for DSDP Hole 86-576A Sediments. PANGAEA, 1985.
MLA (9th ed.) CitationConsortium, The Marine Geotechnical. (Table 12) Undrained Shear Strength and Effective Overburden Stress Ratio from CIU Triaxial Tests and Adjusted for the in Situ KQ Condition for DSDP Hole 86-576A Sediments. PANGAEA, 1985.
Warning: These citations may not always be 100% accurate.