Development of a dynamic high-pressure triaxial test device
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Abstract : A dynamic high-pressure triaxial test device was developed for use in formulating soil and rock constitutive relations used in blast-induced ground shock calculations. The device is capable of imposing controlled impulsive-type confining pressures up to 15 kips/sq in on specimens up to 3 inches in diameter; peak pressures can be achieved in as little time as 3 msec, and all pressure can be removed in 20 msec. These dynamic confining pressures can be time- synchronized with similar dynamic axial load pulses with magnitudes up to 100 kips.
[1] B. B. Mazanti,et al. STUDY OF SOIL BEHAVIOR UNDER HIGH PRESSURE. REPORT 1. VOLUME 1. RESPONSE OF TWO RECOMPACTED SOILS TO VARIOUS STATES OF STRESS , 1970 .
[2] Larry Schindler. Design and Evaluation of a Device for Determining the One-Dimensional Compression Characteristics of Soils Subjected to Impulse-Type Loads , 1968 .