Tests to characterize the shear strength of geosynthetic interfaces under l
ow confinement pressure were carried out on an instrumented inclined plane
apparatus designed at Lirigm. The apparatus was validated through repeatabi
lity and reproducibility tests carried out as part of the European project
to standardize geosynthetic interface tests. Typical results obtained for g
eosynthetics of different textures are presented and discussed. Finally, in
terface test results obtained using the direct shear box under normal confi
nement pressure and on an inclined plane under low confinement pressure wer
e compared and assessed.