Effects of the Source on Wave Propagation in Pile Integrity Testing
文献类型：期刊论文
| 作者 | Zhang, Dian-Ji2; Phoon, Kok-Kwang3; Chai, Hua-You1 |
| 刊名 | JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING
 |
| 出版日期 | 2010 |
| 卷号 | 136期号:9页码:1200-1208 |
| 关键词 | Longitudinal mode Rayleigh waves Dispersion Low-strain integrity testing of piles Pulse echo method |
| ISSN号 | 1090-0241 |
| DOI | 10.1061/(ASCE)GT.1943-5606.0000272 |
| 英文摘要 | One-dimensional stress wave theory is widely used to analyze quantitatively the reflections in low-strain integrity testing of piles. However, a point or disk loading produces body and Rayleigh waves near the pile top. The multireflections of these waves from the lateral surface of a pile are present in the wave field near the pile top. Effects of three-dimensional waves on the near field responses are obvious. These effects can be interpreted erroneously by an inexperienced user as "noises" or "pile anomalies." To investigate wave propagation in the longitudinal direction, the behavior of the waves in the far field (some distance below the pile top) is studied by theoretical analysis of the longitudinal modes in free cylinders and numerical simulations. The wave pattern at the pile top is analyzed based on the response of an elastic half-space to a harmonic disk loading. The results show that when the ratio of the characteristic length of an impact pulse to the cylinder radius is large enough, the components of Rayleigh waves in the wave field at the pile top are diminished; the waves in the far field behave approximately as plane waves; the responses at positions between 1/2R and 3/4R from the pile axis are less affected by the multireflections. The results from numerical simulations support the practical recommendation to use a ratio of characteristic wavelength to pile radius larger than four. Under this condition, the reflections from the far field (say deeper than two pile diameters) can be analyzed from the responses at receiver positions about 0.6R from the pile axis based on one-dimensional stress wave theory. |
| WOS研究方向 | Engineering ; Geology |
| 语种 | 英语 |
| WOS记录号 | WOS:000280942400004 |
| 出版者 | ASCE-AMER SOC CIVIL ENGINEERS |
| 源URL | [http://119.78.100.198/handle/2S6PX9GI/3240]  |
| 专题 | 岩土力学所知识全产出_期刊论文 国家重点实验室知识产出_期刊论文 |
| 作者单位 | 1.Chinese Acad Sci, Inst Rock & Soil Mech, State Key Lab Geomech & Geotech Engn; 2.Wuhan Inst Technol, Sch Environm & Civil Engn 3.Natl Univ Singapore, Dept Civil Engn; |
| 推荐引用方式 GB/T 7714 | Zhang, Dian-Ji,Phoon, Kok-Kwang,Chai, Hua-You. Effects of the Source on Wave Propagation in Pile Integrity Testing[J]. JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING,2010,136(9):1200-1208. |
| APA | Zhang, Dian-Ji,Phoon, Kok-Kwang,&Chai, Hua-You.(2010).Effects of the Source on Wave Propagation in Pile Integrity Testing.JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING,136(9),1200-1208. |
| MLA | Zhang, Dian-Ji,et al."Effects of the Source on Wave Propagation in Pile Integrity Testing".JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING 136.9(2010):1200-1208. |
入库方式： OAI收割
来源：武汉岩土力学研究所
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