TY - GEN
T1 - Road foundation detailing using ground penetrating radar systems with different frequencies
AU - Alani, A.M.
AU - Tosti, F.
AU - Bianchini Ciampoli, L.
AU - Benedetto, F.
N1 - Note: Published in Proceedings of the 9th International Workshop on Advanced Ground Penetrating Radar (IWAGPR2017), 2017. Piscataway, U.S. : Institute of Electrical and Electronics Engineers, Inc. ISBN 9781509054848
Organising Body: School of Engineering, The University of Edinburgh
Organising Body: School of Engineering, The University of Edinburgh
PY - 2017/6/29
Y1 - 2017/6/29
N2 - This paper reports on the assessment of the underground construction details of a road pavement using different frequency ground penetrating radar (GPR) antenna systems. In addition to this, the possible presence and location of an underground watercourse was investigated in this work. The existence of the latter problem was perceived due to reoccurrence of longitudinal and traversal road surface cracking as well as subsidence at a particular location of the road. Reoccurrence of this damage was interpreted and related to the possible existence of an underground watercourse. The original design and the construction of the road were as such to prevent this movement. Therefore it seemed necessary to perform a GPR survey to investigate and confirm the underground construction details of the road. To this purpose, the identified area was surveyed using high to low frequency antennas with 2000 MHz, 900 MHz, 600 MHz and 200 MHz central frequencies of investigation. The results were conclusive in terms of construction details provided and evidence of subsidence within the road identified. The maximum depth of penetration achieved by the use of the 600 MHz and the 200 MHz antennas (maximum of 3 m) did not allow to identify or confirm the existence of any underground watercourse.
AB - This paper reports on the assessment of the underground construction details of a road pavement using different frequency ground penetrating radar (GPR) antenna systems. In addition to this, the possible presence and location of an underground watercourse was investigated in this work. The existence of the latter problem was perceived due to reoccurrence of longitudinal and traversal road surface cracking as well as subsidence at a particular location of the road. Reoccurrence of this damage was interpreted and related to the possible existence of an underground watercourse. The original design and the construction of the road were as such to prevent this movement. Therefore it seemed necessary to perform a GPR survey to investigate and confirm the underground construction details of the road. To this purpose, the identified area was surveyed using high to low frequency antennas with 2000 MHz, 900 MHz, 600 MHz and 200 MHz central frequencies of investigation. The results were conclusive in terms of construction details provided and evidence of subsidence within the road identified. The maximum depth of penetration achieved by the use of the 600 MHz and the 200 MHz antennas (maximum of 3 m) did not allow to identify or confirm the existence of any underground watercourse.
KW - underground consruction details
KW - road pavement
KW - ground penetrating radar (GPR)
KW - antenna frequency
KW - Civil engineering
UR - http://repository.uwl.ac.uk/id/eprint/3263/
U2 - 10.1109/IWAGPR.2017.7996096
DO - 10.1109/IWAGPR.2017.7996096
M3 - Conference contribution
BT - Published in Proceedings of the 9th International Workshop on Advanced Ground Penetrating Radar (IWAGPR2017), 2017. Piscataway, U.S. : Institute of Electrical and Electronics Engineers, Inc. ISBN 9781509054848
Organising Body: School of Engineering, The University of Edinburgh
Organising Body: School of Engineering, The University of Edinburgh
ER -