USE OF PRESSUREMETER IN ESTIMATING DEFORMATION MODULUS OF SANDY DEPOSITS UNDER VERTICAL LOADING

Author:

FUKAGAWA Ryoichi1,OHTA Hideki1,HATA Shojiro1,ARAI Katuhiko1

Affiliation:

1. THE JAPAN SOCIETY OF CIVIL ENGINEERS

Publisher

Japan Society of Civil Engineers

Reference20 articles.

1. 1) Baguelin, F., Jezequel, J. F. and Le Mehaute, A.: Etude des pressions in evaluatiielles developpees lors de l'essai pressiometrique, Proc. 8th ICSMFE, 1-1, pp. 9-24, 1973.

2. 2) Wroth, C. P. and Hughes, J. M. O.: An instrument for the in-situ measurement of the properties of soft clays, Proc. 8th ICSMFE, 1-2, pp. 487-494, 1973.

3. 3) Wroth, C. P. and Windle, D.: Analysis of pressuremeter test allowing for volume change, Geotechnique, Vol. 25, No. 3, pp. 598-604, 1975.

4. 4) Hughes, J. M. O., Wroth, C. P. and Windle, D.: Pressuremeter tests in sand, Geotechnique, Vol. 27, No. 4, pp. 455-477, 1977.

5. 5) Jewel, R. J., Fahay, M. and Wroth, C. P.: Laboratory studies of the pressuremeter test in sand, Geotechnique, Vol. 30, No. 4, pp. 507-531, 1980.

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