ISSN: 1945-7545
CODEN: GTJODJ
Published Online: 10 December 2012
Page Count: 8

Shear Strength Behavior of Cement/Lime-Solidified Dunkirk Sediments by Fall Cone Tests and Vane Shear Tests

Wang, DongXing
Civil and Environmental Engineering Dept., Ecole des Mines de Douai, Cedex,
Geotechnical Research Institute, Hohai Univ., Nanjing

Zentar, Rachid
Civil and Environmental Engineering Dept., Ecole des Mines de Douai, Cedex,

Abriak, Nor Edine
Civil and Environmental Engineering Dept., Ecole des Mines de Douai, Cedex,

Xu, WeiYa
Geotechnical Research Institute, Hohai Univ., Nanjing

(Received 29 February 2012; accepted 21 July 2012)

Abstract

An attempt has been made to use the fall cone tests and the laboratory vane shear tests for measuring the undrained shear strength of cement/lime-solidified sediments from Dunkirk Port in France. The results of the fall cone tests and the laboratory vane tests performed on Dunkirk sediments are discussed. First, the relationship between the vane shear strength and the water content is explored. Second, the relationship between the depth of cone penetration and the water content is studied. Third, the relationship between the shear strength by the fall cone test and the depth of cone penetration is evaluated. Fourth, the relationship between the shear strength by the fall cone test and the water content is investigated. Finally, the comparison of undrained shear strength performed by the fall cone test and the vane shear test is performed.

Keywords:
sediments, cement/lime, undrained shear strength, fall cone test, vane shear test

Paper ID: GTJ20120030
DOI: 10.1520/GTJ20120030
ASTM International is a member of CrossRef.