UNDRAINED SHEAR STRENGTH OF CLAY OBTAINED FROM MINIATURE PRESSUREMETER TEST

Author:

FUKAGAWA Ryoichi1,OHTA Hideki1,SUGIMURA Hitoshi

Affiliation:

1. THE JAPAN SOCIETY OF CIVIL ENGINEERS

Publisher

Japan Society of Civil Engineers

Reference29 articles.

1. 1) Windle, D. and Wroth, C. P.: In situ measurement of the properties of stiff clays, 9th ICSMFE, Tokyo, Vol. 1, pp. 347-352, 1977.

2. 2) Ladd, C. C., Germaine, J. T., Baligh, M. M and Lacasse, S. M.: Evaluation of self-boring pressuremeter tests in Boston Blue Clay, Report No. FHWA/RD-80/052, 1980.

3. 3) Lacasse, S., Jamiolkowski, M., Lancellota, R. and Lunne, T.: In situ characteristics of two Norwegian clays, Proc. of 10th ICSMFE, pp. 507-511, 1981.

4. 4) Mori, H.: Study on the properties of soils in the northern coast of Tokyo Bay using a self-boring pressuremeter, Soils and Foundations, Vol. 21, No. 3, pp. 83-91, 1981.

5. 5) Battagrio, M., Ghionna, V., Jamiolkowsky, M. and Lancellotta, R.: Interpretation of self-boring pressuremeter tests in clays, Proc. of 10th ICSMFE, Vol. 2, pp. 433-438, 1981.

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