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UUUppsala Universitet (University of Uppsala, Sweden)
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References in periodicals archive ?
The undrained shear strength of disturbed or undisturbed soil can be determined using an unconsolidated undrained triaxial shear test [50].
Unconsolidated undrained (UU) triaxial compressive strength test (D2850: 2007) also generally increased with depth and ranged from 119.7 to 220.2 kPa near the surface and increased to 435.7 to 560.2 kPa at depths of 16.8 to 18.3 m.
Unconsolidated undrained triaxial shear tests were performed separately for each test sample under the condition that the soil body would not compact and drain under confining pressures of100, 200, 300, and 400 kPa.