论文信息 - A Study of Undrained Shear Strength Using Various Vanes

A Study of Undrained Shear Strength Using Various Vanes

A field study of the undrained shear strength of a sensitive clay deposit was carried out by means of various vane configurations. Rectangular, rhomboidal, triangular, and elliptic vane blades were used. The assumption of isotropy of the undrained shear strength indicates that a uniform shear stress distribution gives a better fit to the observed response than a triangular distribution

[1] G. Mesri,et al. A reevaluation of using laboratory shear tests , 1989 .

[2] G. Aas. VANE TESTS FOR INVESTIGATION OF ANISOTROPY OF UNDRAINED SHEAR STRENGTH OF CLAYS (IN FRENCH) , 1967 .

[3] B. Menzies,et al. Measurements of shear stress distribution on the edges of a shear vane blade , 1980 .

[4] Suzanne Lacasse,et al. Use of In Situ Tests for Foundation Design on Clay , 1986 .

[5] C P Wroth,et al. SOIL MECHANICS - PROPERTY CHARACTERIZATION AND ANALYSIS PROCEDURES. PROCEEDINGS OF THE ELEVENTH INTERNATIONAL CONFERENCE ON SOIL MECHANICS AND FOUNDATION ENGINEERING, SAN FRANCISCO, 12-16 AUGUST 1985 , 1985 .

[6] C. P. Wroth,et al. The interpretation of in situ soil tests , 1984 .

[7] Paul W. Mayne,et al. Profiling of overconsolidation ratio in clays by field vane , 1988 .

[8] M Cassan. LES ESSAIS IN SITU EN MECANIQUE DES SOLS - 1) REALISATION ET INTERPRETATION ; 2) APPLICATIONS ET METHODES DE CALCUL , 1978 .