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(Table 1) Consolidation test for sediments of ODP Leg 130 sites
Consolidation tests were performed on 19 samples of calcareous ooze from the Ontong Java Plateau, obtained during Ocean Drilling Program Leg 130. Rebound curves from... -
Consolidation properties of Site C0023
The samples were tested by incremental loading consolidation experiments following ASTM D2435/D2435M-11 (2011). The preconsolidation pressure was estimated by a modification of... -
(Table 6) Consolidation test results and geotechnical properties of samples t...
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(Table 5) Consolidation test results and geotechnical properties of samples t...
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(Table 4) Consolidation test results and geotechnical properties of samples t...
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(Table 3) Consolidation test results and geotechnical properties of samples t...
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(Table 2) Consolidation test results and geotechnical properties of samples t...
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(Table 1) Consolidation test results and geotechnical properties of samples t...
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(Table 3) Sediment consolidation properties at DSDP Leg 72 Holes
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(Table 4) Summary of consolidation and permeability at DSDP Hole 75-532A
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(Table 2) Consolidation characteristics of ODP Hole 164-995A sediments
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(Table 1) Consolidation at DSDP Leg 84 Holes
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(Table 2) Stress, strain and porosity during compaction experiments on sedime...
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(Table 6) Preconsolidation stress and corresponding overconsolidation ratios ...
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(Table 5) Consolidation properties at DSDP Hole 86- 576A sediments using cons...
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(Table 4) Consolidation properties at DSDP Hole 86-576A sediments using incre...
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(Table 1) Consolidation characteristics at DSDP Sites 87-582, 87-583, and 87-584
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(Table 2) Consolidation properties of sediments from ODP Sites 167-1020 and 1...
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(Table 1) Consolidation tests from different Holes of IODP Expedition 302
Two estimates of the pre-consolidation pressure are derived for each test (1) is calculated from the e- log(sigmaE) and (2) from e- log(sigmaE). -
(Table 1) One-dimensional consolidation test summary for ODP Site 131-808
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