2. Three cast-in-place square piles with a side length of 700mm are installed under a certain platform, the length is 15m, and the soil layer on the side of the pile is: sludge, 7m thick, qsia 7kPa; silt, 4.5m thick, qsia kPa; clay, very thick (the pile end enters the layer 3.5m), qsia-35kPa, qpa-1500kPa. Try to calculate the racteristic value of the vertical bearing capacity of the single pile.

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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2. Three cast-in-place square piles with a side length of 700mm are installed under a certain platform, the
pile length is 15m, and the soil layer on the side of the pile is: sludge, 7m thick, qsia 7kPa; silt, 4.5m thick, quia
=28kPa; clay, very thick (the pile end enters the layer 3.5m), qsia-35kPa, qpa=1500kPa. Try to calculate the
characteristic value of the vertical bearing capacity of the single pile.
Transcribed Image Text:2. Three cast-in-place square piles with a side length of 700mm are installed under a certain platform, the pile length is 15m, and the soil layer on the side of the pile is: sludge, 7m thick, qsia 7kPa; silt, 4.5m thick, quia =28kPa; clay, very thick (the pile end enters the layer 3.5m), qsia-35kPa, qpa=1500kPa. Try to calculate the characteristic value of the vertical bearing capacity of the single pile.
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