Which of the following statements are true regarding the bearing capacity of a shallow foundation? (Select all that apply) Group of answer choices The bearing capacity tends to increase with the embedment depth and vice versa. In undrained conditions, the bearing capacity of a square footing of plan dimensions 1m x 1m is greater than the bearing capacity of a rectangular footing of 1m x 5m. The modified general bearing capacity equation can be used for a 1 m square footing resting on a soft clay layer 2 m thick, underlain by dense sands. The bearing capacity of a square footing of plan dimensions 1m x 1m, embedded to a depth of 1 m, should decrease after the water table rises from 5 m below the ground level (mbgl) to 2.5 mbgl. The original Terzaghi’s ultimate bearing capacity solution does not account for the soil resistance above the underside of the foundation.
Which of the following statements are true regarding the bearing capacity of a shallow foundation? (Select all that apply) Group of answer choices The bearing capacity tends to increase with the embedment depth and vice versa. In undrained conditions, the bearing capacity of a square footing of plan dimensions 1m x 1m is greater than the bearing capacity of a rectangular footing of 1m x 5m. The modified general bearing capacity equation can be used for a 1 m square footing resting on a soft clay layer 2 m thick, underlain by dense sands. The bearing capacity of a square footing of plan dimensions 1m x 1m, embedded to a depth of 1 m, should decrease after the water table rises from 5 m below the ground level (mbgl) to 2.5 mbgl. The original Terzaghi’s ultimate bearing capacity solution does not account for the soil resistance above the underside of the foundation.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
Which of the following statements are true regarding the bearing capacity of a shallow foundation? (Select all that apply)
Group of answer choices
The bearing capacity tends to increase with the embedment depth and vice versa.
In undrained conditions, the bearing capacity of a square footing of plan dimensions 1m x 1m is greater than the bearing capacity of a rectangular footing of 1m x 5m.
The modified general bearing capacity equation can be used for a 1 m square footing resting on a soft clay layer 2 m thick, underlain by dense sands.
The bearing capacity of a square footing of plan dimensions 1m x 1m, embedded to a depth of 1 m, should decrease after the water table rises from 5 m below the ground level (mbgl) to 2.5 mbgl.
The original Terzaghi’s ultimate bearing capacity solution does not account for the soil resistance above the underside of the foundation.
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