(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

Documenti analoghi

• (Table 13) Undrained shear strength and effective overburden stress ratio for both the normally consolidated condition and after correcting for the state of overconsolidation at DSDP Hole 86-576A
  di: The Marine Geotechnical Consortium
  Pubblicazione: (1985)
• (Table 6) Preconsolidation stress and corresponding overconsolidation ratios at DSDP Hole 86-576A
  di: The Marine Geotechnical Consortium
  Pubblicazione: (1985)
• (Table 10) Overonsolidation properties at DSDP Hole 86-576A sediments using CIU triaxial test
  di: The Marine Geotechnical Consortium
  Pubblicazione: (1985)
• (Table 9) Consolidation properties at DSDP Hole 86-576A sediments using CIU triaxial test
  di: The Marine Geotechnical Consortium
  Pubblicazione: (1985)
• (Table 5) Consolidation properties at DSDP Hole 86- 576A sediments using constant rate of deformation consolidation tests
  di: The Marine Geotechnical Consortium
  Pubblicazione: (1985)