Longitudinal and lateral stress measurements in shock-loaded gabbro and granite

2000 ◽  
Vol 87 (8) ◽  
pp. 3678-3682 ◽  
Author(s):  
J. C. F. Millett ◽  
K. Tsembelis ◽  
N. K. Bourne
Keyword(s):  
Lateral Stress ◽  
Stress Measurements

Lateral stress measurements and shear strength in a shock-loaded γ- TiAl alloy

2000 ◽  
Vol 10 (PR9) ◽  
pp. Pr9-781-Pr9-785 ◽  
Author(s):  
J. C.F. Millett ◽  
G. T. Gray ◽  
N. K. Bourne
Keyword(s):  
Shear Strength ◽  
Tial Alloy ◽  
Lateral Stress ◽  
Stress Measurements

scholarly journals Lateral stress measurements in dense suspensions

2012 ◽  
Author(s):  
Oren E Petel ◽  
David Frost ◽  
Andrew Higgins ◽  
Simon Ouellet
Keyword(s):  
Lateral Stress ◽  
Stress Measurements ◽  
Dense Suspensions

Lateral stress measurements and shear strength in shock loaded tungsten carbide

2004 ◽  
Vol 96 (7) ◽  
pp. 3727-3732 ◽  
Author(s):  
J. C. F. Millett ◽  
N. K. Bourne ◽  
D. P. Dandekar
Keyword(s):  
Shear Strength ◽  
Tungsten Carbide ◽  
Lateral Stress ◽  
Stress Measurements

Lateral stress measurements in a glaciomarine silty clay

1991 ◽  
Vol 7 (1) ◽  
pp. 265-270
Author(s):  
J. P. Sully ◽  
R. G. Campanella
Keyword(s):  
Temperature Effects ◽  
Silty Clay ◽  
Lateral Stress ◽  
Total Stress ◽  
Stress Measurements ◽  
Pore Pressures ◽  
Stress Coefficient ◽  
Lateral Stress Coefficient ◽  
Pressure And Temperature Effects

AbstractThe paper presents the procedure used for installation of spade-like total stress cells (TSC) in an overconsolidated silty clay and subsequent interpretation of the data obtained. Prior to installation, all the spade cells were calibrated in the laboratory for both pressure and temperature effects. After extraction from the ground, the stress cells were recalibrated and changes in the calibration characteristics were noted. These changes presumably result from the effects of installation. The stress cells were read over a period of three months. The measured stresses, pore pressures and temperatures are evaluated to provide a profile of the lateral stress coefficient for the site.

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