The Scientific World Journal / 2014 / Article / Tab 4

Research Article

Assessment of the Mechanical Properties of Sisal Fiber-Reinforced Silty Clay Using Triaxial Shear Tests

Table 4

Shear strength results obtained from the triaxial shear tests.

Fiber contentNonreinforced soilFiber length
5 mm10 mm15 mm
(kPa) (°) (kPa) (°) (kPa) (°) (kPa) (°)

0.50%9321.210822.511522.310424.3
1.00%9321.211125.911426.011325.4
1.50%9321.211624.712824.712925.2