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超固结粘土不排水抗剪强度的研究 被引量:2

The Study of the Undrained Shear Strength of Overconsolidated Clay
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摘要 本文通过5个有代表性场地的室内试验和现场试验的结果,对不同条件下粉质粘土的不排水强度取值问题进行了探讨。研究显示,对于超固结粉质粘土,采用常规的分析结果进行钻井船插深预测将可能产生比较大的计算误差;针对不同的土质条件要采用不同的参数选择方法。因此,建议对于单一超固结粘土采取考虑超固结比OCR影响的方法进行不排水强度的确定。现场实测数据显示,采用上述方法进行钻井船插深预测取得了良好的效果。 The undrained shear strength is one of the most important parameter used in spudcan penetration depth. With the development of offshore engineering in South China Sea,it has been found by soil investigation that there is large distribution of overconsolidated clay in a certain area. In this paper,the undrained shear strength of overconsolidated clay of three sites in South China Sea is studied based on tests in laboratory and in situ. It could be found that the undrained shear strength from UU tests brings a great error when they are used to predict the spudcan penetration depth. The undrained shear strength from seabed CPT with the most comonly used method also have a certain error. Therefore,a method based on OCR is suggested for CPT data. The difference between this method and the most comonly used method becomes larger with the increment of OCR. The predicted spudcan penetration depth according to this method is very close to the measured data in practice.
作者 刘剑涛
出处 《港工技术》 2013年第6期47-50,共4页 Port Engineering Technology
基金 国家科技重大专项:20082X05056002-01-011979
关键词 超固结粘土 不排水强度 UU试验 CPT 超固结比 overconsolidaed clay, undrained shear strength, UU tests, CPT, OCR
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