Use of cone penetration test in geotechnical design

机译：圆锥体渗透试验在岩土工程设计中的使用

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Modern methods of pile design often make extensive use of "in situ" test data. Different prediction methods were used to evaluate the behavior of 33 full-scale test piles. The pile load tests were performed on Franki and CFA piles in various soil conditions. The predicted behavior of the piles is discussed and compared with the results of the pile load tests.

机译：现代桩设计方法经常广泛使用“原位”测试数据。不同的预测方法用于评估33个全尺寸试验桩的性能。在各种土壤条件下，对Franki和CFA桩进行了桩载荷测试。讨论了桩的预测行为，并与桩荷载测试的结果进行了比较。

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来源
《International PhD Symposium in Civil Engineering vol.2; 20040616-19; Delft(NL)》|2004年|P.947-952|共6页
会议地点 Delft(NL)
作者
Andras Mahler; Jozsef Farkas;
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作者单位

Department of Geotechnics, Budapest University of Technology and Economics, Budapest, Hungary;

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原文格式 PDF
正文语种 eng
中图分类市政工程;
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Use of cone penetration test in geotechnical design

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