Several Related Factors on Highway Nondestructive Testing

Shui Ming He

doi:10.4028/www.scientific.net/AMR.594-597.1363

Paper Titles

Coefficients of Settlement and Lateral Displacement in Pile Group during Tunneling
p.1343

Study on the Existing Cavity-Disease Tunnel Influenced by Blasting Vibration of the Newly Built Tunnel
p.1347

New Technologies for Highway Alignment under Complicated Environmental Conditions in Mountain Areas
p.1353

An Analysis on Failure Pattern of CFG Pile-Net Composite Foundation of High-Speed Railway
p.1357

Cement-Gravel Piles for Highway Soft Soil Settlement Treatment in Yunnan Province
p.1367

Study on Durability of High Bending Strength Pavement Concrete
p.1372

Stress Characteristic Analysis of Repaving Asphalt Pavement Structure on Old Cement Road
p.1377

Analysis of Equivalent Static Method for Subway Station
p.1382

HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 594-597Several Related Factors on Highway Nondestructive...

Several Related Factors on Highway Nondestructive Testing

Abstract:

Highway engineering quality is the lifeline of highway. Ground-penetrating radar is a new nondestructive testing technology of the road quality detection. This thesis takes advantage of ground-penetrating radar to analyze and discuss several related factors on highway nondestructive testing, for instance, the water content and compact degree of the base course, identification of cavity beneath the rigid pavement, and the differential settlement of the base course beneath the flexible pavement. Results of this research provide an excellent detection method for engineers and technicians.