The Scientific World Journal / 2014 / Article / Tab 3

Research Article

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

Table 3

Peak deviator stress differences at soil sample failure (kPa).

Confining pressure (kPa)Content
Length
Fiber length of 5 mmFiber length of 10 mmFiber length of 15 mm
General soil0.5%1.0%1.5%0.5%1.0%1.5%0.5%1.0%1.5%

100376405446468517523574488519573
200505570591680685692690585599695
300617699695796820810825760791843
4007167468188889849971,0259079271,037