A Study of the Screwed Pile -The Results of Installation and Loading Tests and Analysis of Penetration Mechanisms-

Eiichiro SAEKl; Hitoshi OHKL

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A Study of the Screwed Pile -The Results of Installation and Loading Tests and Analysis of Penetration Mechanisms-

机译：螺旋桩的研究-安装和荷载测试的结果以及穿透机理的分析-

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Installation and loading tests of mid-size screwed steel pipe piles were executed, and the following results were obtained. 1) It is possible to drive them into and through sand layers having 50 to 70 STP N-values, with no discharge, noise nor vibration. 2) The characteristics of pile penetration are influenced by spiral wing diameter, angle And shape. 3) There is a strong correlation between bearing capacity and torque and It is possible to estimate the capacity from the R_p-value proposed in this paper.

机译：进行了中型螺纹钢管桩的安装和荷载测试，得出以下结果。 1）可以将它们压入并穿过N值为50到70 STP的砂层，而不会产生放电，噪音或振动。 2）桩身穿透特性受螺旋翼直径，角度和形状的影响。 3）承载能力与扭矩之间存在很强的相关性，可以从本文提出的R_p值估算出承载能力。

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《NIPPON STEEL TECHNICAL REPORT》 |2000年第82期|p.42-50|共9页
作者
Eiichiro SAEKl; Hitoshi OHKL;
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正文语种 eng
中图分类冶金工业;炼钢;
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4. A study of the screwed pile - The results of installation and loading tests and analysis of penetration mechanisms [C] . Eiichiro Saeki, Hitoshi Ohki International geotechnical seminar on deep foundations on bored and auger piles . 2003

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机译：分析：用锥体渗透试验预测桩承载力。

A Study of the Screwed Pile -The Results of Installation and Loading Tests and Analysis of Penetration Mechanisms-

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