False. Shallow foundations have embedment depth less than or equal to their width. | Card: 4 / 66 |
Which foundation type covers the entire building area? | Card: 5 / 66 |
Fill in the blank: _____ foundations transfer loads to deeper, more competent soil layers. | Card: 7 / 66 |
The Terzaghi bearing capacity equation includes three terms. What soil property does Nc depend on? | Card: 11 / 66 |
Which factor of safety range is typical for bearing capacity design? | Card: 15 / 66 |
Immediate settlement, primary consolidation settlement, and secondary compression settlement | Card: 18 / 66 |
Fill in the blank: _____ settlement occurs in all soils and is calculated using elastic theory. | Card: 19 / 66 |
True or False: The 2:1 method is an approximation for calculating stress increase with depth. | Card: 25 / 66 |
For ACI 318, what is the critical section location for two-way shear? | Card: 27 / 66 |
Fill in the blank: Pile capacity equals _____ bearing plus _____ friction capacity. | Card: 31 / 66 |
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What does negative skin friction represent in pile design? | Card: 37 / 66 |
Which foundation type is preferred when more than 50% of area would be covered by spread footings? | Card: 39 / 66 |
True or False: Driven piles create more vibration during installation than drilled shafts. | Card: 45 / 66 |
Which soil parameter is most critical for expansive soil foundation design? | Card: 47 / 66 |
True or False: Block failure analysis applies to closely spaced pile groups in clay. | Card: 53 / 66 |
Which analysis method is used for lateral pile loads? | Card: 55 / 66 |
Fill in the blank: For rectangular footings, the Terzaghi equation uses a factor of _____ for the cohesion term. | Card: 57 / 66 |
They increase (bearing capacity factors increase with increasing friction angle) | Card: 60 / 66 |
True or False: Overconsolidated clays use compression index Cc for settlement calculations. | Card: 61 / 66 |
False. Overconsolidated clays use recompression index Cr unless stress exceeds preconsolidation pressure. | Card: 62 / 66 |
Which foundation system is most appropriate for liquefaction-prone soils? | Card: 63 / 66 |






