KARAKTERISTIK PARAMETER KUAT GESER TANAH HASIL UJI UNCONSOLIDATED UNDRAINED TRIAXIAL TEST

Abstrak

Soil is a crucial element supporting the life of all living organisms on Earth. It also serves as a
foundation for various structures. The determination of soil shear strength parameters is
conducted through Unconsolidated Undrained (UU) Triaxial testing. This test is employed to
ascertain the shear strength of soil samples that are not allowed to undergo drainage. The testing
process involves three UU (Unconsolidated Undrained) test samples. The results are analyzed to
determine the Mohr-Coulomb failure envelope, shear angle, and cohesion. The obtained data is
processed using AutoCAD software to establish the connection between cohesion results, shear
angle, and graphical representation.