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this PDF file Preliminary Report on the Effect of PreBoring on the Mobilized Friction Capacity of Pile Foundation Hydraulically Jacked into Expansive Soil | Setyo Budi | Civil Engineering Dimension 2 PB

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Academic year: 2018

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Table 1. Heaving Potential
Figure 3. Average Uncorrected Standard Penetration Test (NSPT)
Figure 5. Load of Penetration Required to Install the First 12.5 m of the Piles

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