Fitting Parameters for Determining Bearing Capacity of the Prefabricated Pile by Using the High Strain Method
详细信息
- 责任者：Gao Mingxin (Pipeline Storage and Transportation Company ; SINOPEC ; Xuzhou 221008 ; China) ; Chen Chong
- 刊名：Geophysical and Geochemical Exploration
- 出版年：2010
- 卷期：34(1)
- 关键词：预制桩 ; prefabricated piles ; 承载力 ; bearing capacity
- 页码：p.123-126
- 图表：3 illus., 2 tables, 7 refs.
- 分类号：1702
- issnNo：ISSN1000-8918
- isbnNo：CN11-1906/P
摘要
ARGIN: 0cm 0cm 0pt" class=MsoNormal>ang=EN-US>ace="Times New Roman">The bearing capacity of the prefabricated pile obtained by the high strain method is not entirely correct. In obtaining accurate bearing capacity, fitting parameters are not necessarily confined in the provided range. The high strain curve should be explained on the basis of the fitting parameters determined by such factors as the parameters of the prefabricated pile, the construction technology and the engineering properties of soil. Only in this way can real bearing capacity be obtained. amespace prefix = o ns = "urn:schemas-microsoft-com:office:office" />