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Keywords: Shear testing
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Journal Articles
Journal:
Geosynthetics International
Geosynthetics International (2006) 13 (6): 246–264.
Published: 01 December 2006
... that the shear strength of well-graded granular backfill was partially mobilised in vertical compression tests but the mobilisation was even lower in the lateral shear tests. The soil bag pile showed highly anisotropic strength characteristics, resulting from no or negligible complementary shear stresses acting...
