Figure 5 - uploaded by Zsombor Illés
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Constrained modulus of the layers (landfill. lean clay. silty sand and gravelly sand).

Constrained modulus of the layers (landfill. lean clay. silty sand and gravelly sand).

Contexts in source publication

Context 1
... Eslaamizaad and Robertson (1996) compared the estimated values against the ones measured in the calibration chamber, they were between 75% and 125%. Later the M values are pro­ vided for each layer in Figure 5; the ones estimated according to Eslaamizaad and Robertson (1996) are divided by 1.25. ...
Context 2
... estimated constrained moduli by different methods for each layer are summarized in Figure 5. From the applied methods Lunne and Christoffersen (1983) and Eslaamizaad and Robertson (1996) were calibrated against tests of silica sand, their capability to estimate soil parameters in cohesive soils is questionable. ...