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(Fig. 3b) Hydraulic conductivity - void ratio relationship of the Omok-Sampli...
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(Fig. 3a) Oedometric compressional behaviour of the Omok-Sampling-Site
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Density and void ratio of soil samples
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(Figure 3) Physical properties and water content of sediment core GeoB12048, ...
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(Figure 3) Physical properties and water content of sediment core GeoB12045-2...
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(Figure 3) Physical properties and water content of sediment core GeoB12044-2...
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(Figure 3) Physical properties and water content of sediment core GeoB12053, ...
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(Figure 3) Physical properties and water content of sediment core GeoB12060, ...
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(Figure 3) Physical properties and water content of sediment core GeoB12064
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(Figure 4) Oedometer tests of METEOR cruise M73/1 sediment cores from the Lig...
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Effective stress and void ratio of ANDRILL AND-1B sediment core
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(Table S1) Summary of elastic properties of sediments from lithologic Unit 1 ...
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(Table 3) Derived compaction curves for ODP Leg 151 sites, Lomonosov Ridge
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(Table 2) Consolidation characteristics of samples from the Lomonosov Ridge
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(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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