In the soil triaxial compression test, the test body is first compacted under a confining pressure of 600 kN/m2, and the water in the test body is reversed. The pressure is 300 KN/m2. After compaction was completed, the drain of the specimen was turned off and the confining pressure was increased to 720 kN/m2, while the At this time, the pore water pressure of the specimen was measured to be 410 kN/m2. Subsequently, under the same confining pressure, the axial pressure is activated to make the shaft The differential stress reaches 550 kN/m2, and the pore water pressure of the test body is measured to be 565 kN/m2. trial calculation Skempton's pore water pressure coefficients A and B.
In the soil triaxial compression test, the test body is first compacted under a confining pressure of 600 kN/m2, and the water in the test body is reversed. The pressure is 300 KN/m2. After compaction was completed, the drain of the specimen was turned off and the confining pressure was increased to 720 kN/m2, while the At this time, the pore water pressure of the specimen was measured to be 410 kN/m2. Subsequently, under the same confining pressure, the axial pressure is activated to make the shaft The differential stress reaches 550 kN/m2, and the pore water pressure of the test body is measured to be 565 kN/m2. trial calculation Skempton's pore water pressure coefficients A and B.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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In the soil triaxial compression test, the test body is first compacted under a confining pressure of 600 kN/m2, and the water in the test body is reversed. The pressure is 300 KN/m2. After compaction was completed, the drain of the specimen was turned off and the confining pressure was increased to 720 kN/m2, while the At this time, the pore water pressure of the specimen was measured to be 410 kN/m2. Subsequently, under the same confining pressure, the axial pressure is activated to make the shaft The differential stress reaches 550 kN/m2, and the pore water pressure of the test body is measured to be 565 kN/m2. trial calculation Skempton's pore water pressure coefficients A and B.
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