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Additional resources for Coastal Geotechnical Engineering in Practice : Vol. 2 : Proceedings of the International Symposium, IS-Yokohama 2000, Yokohama, Japan, 20-22 September 2000 E-BOOK

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36. X-ray diffraction chart for various clays N: Natural G : Glycolated H: Heated Clay mineral C: chlorite I: illite K: kaolin S: smectite V: vemiculite These studies have created an illusion that $’ decreases with an increase in Ip. Another reason for strange behaviors of the Japanese clays may be due to existence of microfossils, especially, the presence of diatoms (Tanaka & h c a t 1999). Figure 37 shows pictures taken by Scanning Electronic Microscope (SEM). Large numbers of diatom skeletons with shape of a hollow cylinder can be seen in these pictures.

A. Y clays measured by the recompression and the SHANSEP methods are presented. 2) = 0 I y of the clay with the path of O-+A 0 of the clay with the path of OA '' -+B and Q! = correction factor for strength reduction through swelling from A' to B. where 0 lYl +By 0 lY2 = lY Two methods were proposed to determine S,f of natural clay deposits in seventies, 1) the recompression method (Bjerrum, 1973; Hanzawa, 1977) and 2) the SHANSEP method (Ladd and Foott, 1974), which are based on quite different concepts.

Reaches a certain value, while Pattern I1 in which secon dary compressed structure replaces the chemical bonded structure, is predominant after 0 exceeds the above 0 I,,. 4) Correlation of (qT U ), to Suf(d) is much less scattered and less affected by technical quality and clay properties when compared with those of S,( FVT) and S u ( " to ~ Suf(d). In addition, because of its easy and quick working rate, CPT is the most recommendable in-situ test in soft ground engineering. 85suf(d)(X (2). 6) It can be concluded from the experiences up to the present that the ACCESS System is a good tool for soil investigation, design and construct on control.

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