Answer the following 1-Point bearing piles extend to a stable soil or rock layer below the superstructure. [T\F] 2- In loose sand, the unit skin friction is lower for a high-displacement pile, when compared to a low-displacement pile (at similar depths). [T\F] 3-Typically we place shallow foundations underground. 4- If the spread footing covers more than 50% of the building footprint, a mat or deep foundation is more economical. [T\F]

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Answer the following
1-Point bearing piles extend to a stable soil or rock layer below the superstructure.
[T\F]
2- In loose sand, the unit skin friction is lower for a high-displacement pile, when compared to a
low-displacement pile (at similar depths).
[T\F]
3-Typically we place shallow foundations underground.
[T\F]
4- If the spread footing covers more than 50% of the building footprint, a mat or deep foundation is
more economical.
[T\F]
Transcribed Image Text:Answer the following 1-Point bearing piles extend to a stable soil or rock layer below the superstructure. [T\F] 2- In loose sand, the unit skin friction is lower for a high-displacement pile, when compared to a low-displacement pile (at similar depths). [T\F] 3-Typically we place shallow foundations underground. [T\F] 4- If the spread footing covers more than 50% of the building footprint, a mat or deep foundation is more economical. [T\F]
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