Development of a P-Wave Measurement System for Laboratory Specimens
Publication: Geotechnical Earthquake Engineering and Soil Dynamics IV
Abstract
A new system, capable of generating and receiving P-waves in the laboratory specimens, is developed. P-waves were generated using a multi-layered piezoelectric actuator made of ceramics placed above the top cap and were received at two different levels at the side of specimen using two piezoelectric accelerometers. Triggering to generate P-waves was made by employing single pulse, single sinusoidal or continuous sinusoidal waves. Dynamic vertical Young's moduli (Ed) were computed from the travel time of the waves between two accelerometers and the corresponding travel distance between them. Ed obtained from this system were compared with the statically measured vertical Young's moduli (Es) evaluated by conducting small unloading/reloading cycles on the same specimens. The stress level was kept constant to make both measurements just one after the other. For this study, four tests were conducted using medium and large scale triaxial apparatuses. The testing material included Toyoura sand (Uniformly-graded sand from Japan) and Chiba gravel (Well-graded sandy gravel from Japan). As a result of this study single pulse or single sinusoidal triggering was found better an continuous sinusoidal triggering. Moreover, no significant effect of specimen size was observed in Es and Ed for Toyoura sand specimens. Next, Ed obtained was larger than Es in both types of materials. Lastly, the difference between Es and Ed increased with the increase in particle size of specimens. Such difference was about 15–25% in Toyoura sand specimens and it was about 100% in loose Chiba gravel specimens.
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© 2008 American Society of Civil Engineers.
History
Published online: Jun 20, 2012
ASCE Technical Topics:
- Elasticity and Inelasticity
- Engineering fundamentals
- Engineering materials (by type)
- Geomechanics
- Geotechnical engineering
- Gravels
- Infrastructure
- Laboratory tests
- Material mechanics
- Material properties
- Material tests
- Materials engineering
- Mechanical properties
- Pavements
- Piezoelectricity
- Sand (material)
- Soil dynamics
- Soil mechanics
- Soil properties
- Strain
- Tests (by type)
- Transportation engineering
- Triaxial tests
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