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  • Table 2. Geotechnical properties of the Omok-Sampling-Site
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Table 2. Geotechnical properties of the Omok-Sampling-Site

Fuente: PANGAEA
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Bibliographic Details
Main Authors: Kluger, Max Oke, Kreiter, Stefan, Moon, Vicki G, Orense, Rolando P, Mills, Phillipa R, Mörz, Tobias
Format: Dataset Open Access
Language:en
Published: PANGAEA 2019
Subjects:
Activity description; Coefficient of consolidation; Coefficient of earth pressure at rest; Effective vertical consolidation stress; Grain size, mean; Hydraulic conductivity; Liquid limit; Omok-Sampling-Site; Overconsolidation ratio; Plasticity index; Preconsolidation stress; Sensitivity; Size fraction < 0.063 mm, mud, silt+clay; Water content, natural; Water content, standard deviation
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Internet

https://doi.org/10.1594/PANGAEA.905679

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