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. 2016 Aug 23;211:39–49. doi: 10.1016/j.enggeo.2016.06.024

Table 8.

Bearing capacity of the rock foundation along the various blocks of the Sella Zerbino dam.


qes,323
qes,326
[kPa] [kPa]
Block 4 From cross section S1 to section S2 148.51 152.44
From cross section S2 to section S3 (joint) 117.30 122.34
Block 3 From cross section S3 (joint) to section S4 72.94 77.07
From cross section S4 to section S5 (joint) 42.80 43.80
Block 2 From cross section S5 (joint) to section S6 54.21 55.57
From cross section S6 to section (joint) S7 39.46 39.97
Block 1 From cross section S7(joint) to section S8 56.64 57.53
From cross section S8 to section S9 28.91 29.57