Triaxial shear tests on cohesive soils involve many sources of error.
The membrane compliance, membrane resistance, and variations in cross-
sectional area during testing are of significance in evaluating test r
esults, especially when the test is conducted under low stress level c
onditions. The methods of correction to account for these three source
s of error are briefly described and an overall correction procedure b
ased on the soil behavior observed during the testing is developed. It
is found from correction results that ignorance in making corrections
accounting for the three above-mentioned effects will either overesti
mate or underestimate sheer strength of the soil by as much as 30%.