並列摘要
Non destructive testing techniques based on the application of dynamic loads on the surface of a soil deposit or a pavement system, and the measurement of the resulting deflection basins or the phase difference between the motions recorded at various receivers have become powerful tools in civil engineering. In many cases, however, the interpretation of the recorded data relies on static analyses, ignoring entirely dynamic needed for a correct dynamic interpretation using wave propagation theory propagation in an elastic half space, a homogeneous layer of finite thickness resting on a rigid base, and a horizontally layered medium in general are presented with special emphasis on the interpretation of the data collected in the Falling Weight Deflectometer (FWD) and the Spectral Analysis of Surface Wave (SASW) tests.
並列關鍵字
無資料被引用紀錄
延伸閱讀
- Múčka, P. (2015). Sensitivity of Road Unevenness Indicators to Distresses of Composite Pavements. International Journal of Pavement Research and Technology, 8(2), 72-84. https://doi.org/10.6135/ijprt.org.tw/2015.8(2).72
- Kurnaz, S., Aliyeva, B. N., & Rustamov, R. B. (2015). Soil Environmental Studies with Application of Space Technology Advances and Geotechnical Investigations. Researches and Applications in Mechanical Engineering, 4(), 10-19. https://doi.org/10.14355/rame.2015.04.002
- Partl, M. N., Raab, C., & Arraigada, M. (2015). Innovative Asphalt Research Using Accelerated Pavement Testing. Journal of Marine Science and Technology, 23(3), 269-280. https://doi.org/10.6119/JMST-014-0326-1
- 沈永年、陳郁仁、鄭力豪（2011）。Quality Inspection for Ready Mixed Soil Materials by Nondestructive Testing。臺灣鑛業，63(3)，31-38。https://doi.org/10.30014/TMI.201109.0004
- Reznik, Y. M. (2013). Structural Pressure Values of Natural and Chemically Treated Soils. Study of Civil Engineering and Architecture, 2(1), 1-7. https://www.airitilibrary.com/Article/Detail?DocID=P20150415001-201303-201509160016-201509160016-1-7