RADAR TESTING OF A MASONRY COMPOSITE STRUCTURE WITH SAND AND WATER BACKFILL

As part of an ongoing program into the noninvasive geometrical characterization of masonry arch bridges, a laboratory study of radar propagation through masonry has been undertaken. A 2.4 m long × 1 m wide × 1.5 m high experimental test rig was built in the laboratory with brick walls on three sides and a wooden gate on the fourth narrow side. The objective was to construct a composite test rig that would replicate certain of the environments that ground-penetrating radar might encounter when being used to test a masonry arch bridge. Tests were undertaken using 500, 900, and 1,000 MHz bow-tie antennas with the masonry box filled with fresh water and then saline water with different concentrations of sodium chloride. Further tests were undertaken with the masonry box filled with dry sand and wet sand. Finally the test rig was modified to simulate a composite masonry structure and tests were performed both on the hollow- and sand-filled models. The results from this work are reported herein indicating the r...

[1]  Michael Forde,et al.  A Theoretical Evaluation of Impulse Radar Wave Propagation Through Concrete , 1995 .

[2]  D. Goodman Ground‐penetrating radar simulation in engineering and archaeology , 1994 .

[3]  M. Toksöz,et al.  Velocity variations and water content estimated from multi-offset, ground-penetrating radar , 1996 .

[4]  D. Goodman,et al.  A ground-radar view of Japanese burial mounds , 1993, Antiquity.

[5]  B. W. Darracott,et al.  AN INITIAL APPRAISAL OF GROUND PROBING RADAR FOR SITE INVESTIGATION IN BRITAIN , 1981 .

[6]  R. L. Smith-Rose Electrical measurements on soil with alternating currents , 1934 .

[7]  Michael Forde,et al.  Radar measurement of bridge scour , 1999 .

[8]  Michael Forde Invited Special paper: Reliability of NDE in bridge assessment , 1996 .

[9]  Dean Goodman,et al.  2-D synthetic radargrams for archaeological investigation , 1992 .

[10]  A. P. Annan,et al.  Ground-penetrating radar for high-resolution mapping of soil and rock stratigraphy , 1989 .

[11]  A. P. Annan,et al.  Electromagnetic determination of soil water content: Measurements in coaxial transmission lines , 1980 .

[12]  Michael Forde,et al.  Sonic, electromagnetic and impulse radar investigation of stone masonry bridges , 1997 .

[13]  Charles Fairfield,et al.  GEOTECHNICAL CONSIDERATIONS IN ARCH BRIDGE ASSESSMENT , 1993 .

[14]  R Royles,et al.  LOAD TEST TO COLLAPSE ON A MASONRY ARCH BRIDGE AT BARGOWER, STRATHCLYDE , 1986 .

[15]  Jeffrey J. Daniels,et al.  Locating caves, tunnels and mines , 1988 .

[16]  C. Colla,et al.  POTENTIAL APPLICATIONS OF NDT METHODS FOR BRIDGE ASSESSMENT AND MONITORING , 1997 .