00731158

Component

https://doi.org/10.3141/1548-04

http://scholar.google.com...rden&publication_year=1996

During resonant column and torsional shear tests using a Stokoe device, conventionally only the change in height of the specimen is measured. To obtain the change in diameter of the specimen, a relationship between radial strain and longitudinal strain is assumed. In this study, the Stokoe device was modified to enable the measurement of change in diameter of the specimen along with the change in its height during resonant column and torsional shear tests. The diameter change measurement system comprises three proximity probes, coaxial cables, proximitor conditioners, and DC power supply. The probes (7.9 mm diameter) are capable of making noncontact displacement measurements with a resolution of 0.025 mm using a metallic target. These probes are fixed along the circumference of the outer chamber at equal 120 degree spacing. The vertical location of these probes is such that they correspond to the midheight of the specimen. Each probe is mounted on a micrometer to enable accurate adjustment of the probe. This system gives a linear output for a distance range of 0.38 to 2 mm between the probe tip and the metallic target. During the tests, the targets (circular copper foils 26 mm in diameter) are fixed on the soil specimen, and output voltage from each of the three proximity probes is recorded directly by a computer. The average readings of the three probes are used to calculate the change in diameter of the specimen. This paper presents the results of tests on seven residual soil specimens.

This paper appears in Transportation Research Record No. 1548, Small-Magnitude Measurements in Geotechnical Engineering.

English

p. 24-30

1996

Transportation Research Record

0309059178

Figures (5) ; Photos (4) ; References (2) ; Tables (4)

Coaxial cables; Diameter; Dislocation (Geology); Height; Measurement; Proximity detectors; Residual soils; Sensors; Shear tests; Soil tests; Specimens; Testing equipment; Torsion

Modifications

Geotechnology; Highways; I42: Soil Mechanics

TRIS, TRB

Feb 3 1997 12:00AM

• ANALYSIS OF METHODS USED IN TIME DOMAIN REFLECTOMETRY RESPONSE
• BEHAVIOR OF SHAFT-SAND INTERFACE FROM LOCAL MEASUREMENTS
• CHARACTERIZATION OF GRANULAR SYSTEMS BY DIGITAL SIGNAL PROCESSING OF LOW STRAIN WAVE RESPONSE
• CYCLIC SIMPLE SHEAR APPARATUS FOR LOW-STRAIN SOIL TESTS
• DEVELOPMENT OF CYCLIC TRIAXIAL APPARATUS WITH BROAD FREQUENCY AND STRAIN RANGES
• DISPLACEMENT DURING PROGRESSIVE FAILURE ESTIMATED FROM MICROSEISMIC ACTIVITY
• INSTRUMENTATION FOR LATERALLY LOADED MODEL PILES
• LOW STRAIN DYNAMIC SHEAR MODULUS OF CEMENTED SAND FROM CONE PENETRATION TEST RESULTS
• MEASUREMENT OF SOIL RESILIENT PROPERTIES USING NONCONTACTING PROXIMITY SENSORS
• MICRODEFORMATIONS IN SANDS BY DIGITAL IMAGE PROCESSING AND ANALYSIS
• SMALL- AND HIGH-STRAIN MEASUREMENTS OF IN SITU SOIL PROPERTIES USING THE SEISMIC CONE PENETROMETER
• SOIL PARTICLE SIZE ANALYSIS USING X-RAY ABSORPTION