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The Effect of Degree of Saturation on the Bearing Capacity of Shallow Foundation

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Figure

Table no 3.1
Fig: 5.1 Load settlement curve for S1 12.25-US & SUB-(90%)
Table 5.1 •  For both US & SUB cases of both S1 & S2 series there is very close agreement between the experimental
Table No. 5.1: Percentage reduction in qu on full submergence of soil .

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