Discussion of: A study on the application of the parallel seismic method in pile testing |
| |
| Affiliation: | 1. MOE Key Laboratory of Soft Soils and Geoenvironmental Engineering, Zhejiang University, Hangzhou 310027, PR China;2. Research Center of Coastal and Urban Geotechnical Engineering, Zhejiang University, Hangzhou 310058, PR China;3. School of Civil Engineering, Qingdao Technological University, Qingdao 266033, PR China;1. School of Civil Engineering and Water Conservancy, Ningxia University, Yinchuan 750021, China;2. Engineering Research Center for Efficient Utilization of Modern Agricultural Water Resources in Arid Regions, Ministry of Education, Yinchuan 750021, China;3. State Key Laboratory of Water Resources and Hydropower Engineering Science, Wuhan University, Wuhan 430072, China |
| |
| Abstract: | This discussion is based on the paper by Lu et al. (2013) [1]. In this paper, the authors have presented a theoretical study on the PS testing based on the ray path theory and the elastodynamic finite integration technique. This discussion offers some comments on the proposed method for determining the pile length, the ray path of the first P wave arrival for PS testing and analysis results of that paper under discussion. |
| |
| Keywords: | Parallel seismic method Ray path theory Existing pile |
| 本文献已被 ScienceDirect 等数据库收录！ |
|
