Correlation of undrained shear strength with in-situ testing for soft clay

A series of subsurface investigation (SI) works including in-situ and laboratory tests has been carefully planned and carried out for the electrified double track embankment design. From the SI data collected, a consistent layer of 15m soft clay was found at Tokai, Kedah. The soft clay has imposes g...

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主要作者: Lim, Boon Lin
格式: Thesis
出版: 2014
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