The Development of a Three-dimensional Stress Cell for Granular Soils PDF Download
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Author: T. K. Lew Publisher: ISBN: Category : Languages : en Pages : 52
Book Description
The study presents the results of preliminary tests on a three-dimensional soil stress cell. The results indicate that: (1) The hydrostatic response is linear fr stress up to 3000 psi. (2) The cell requires no calibration. (3) Its response is insensitive to variations in soil stiffness. (4) Its dynamic response closely follows the decay of the overpressure pulse. (5) With a few exceptions, the measured stresses computed from the stress cell data and corresponding stresses in the soil are within 10 percent absolute. More extensive testing and evaluation is required before the stress cell developed can be used with complete confidence. (Author).
Author: T. K. Lew Publisher: ISBN: Category : Languages : en Pages : 52
Book Description
The study presents the results of preliminary tests on a three-dimensional soil stress cell. The results indicate that: (1) The hydrostatic response is linear fr stress up to 3000 psi. (2) The cell requires no calibration. (3) Its response is insensitive to variations in soil stiffness. (4) Its dynamic response closely follows the decay of the overpressure pulse. (5) With a few exceptions, the measured stresses computed from the stress cell data and corresponding stresses in the soil are within 10 percent absolute. More extensive testing and evaluation is required before the stress cell developed can be used with complete confidence. (Author).
Author: T. K. Lew Publisher: ISBN: Category : Languages : en Pages : 74
Book Description
The study presents the results of tests of rigid, solid, spherical, three-dimensional stress cells for measuring the complete state of stress at a point in a soil field under static or dynamic loading. In addition, a theory is presented for defining the behavior of a spherical stress cell embedded in nonlinear materials. The test results indicate that the stress cells are excellent for making static measurements in sand but that their adequacy for dynamic measurements requires further evaluation. (Author).
Author: T. K. Lew
Author: T. K. Lew
Author: T. K. Lew
Author: Robert Riggs Young
Author: Clyde L. Munster
Author: Naval Civil Engineering Laboratory (Port Hueneme, Calif.)
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Author: Ulrik Praastrup
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Author: Antonio E. Abrantes
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