Sample no. | Cement content (%) | Fiber content (%) | Modulus of elasticity E (MPa) | Poisson’s ratio | Unit weight (kN/m3) | Cohesion c (kPa) | Angle of internal friction |
1 | 0 | 0 | 5.8 | 0.2 | 16.7 | 75.1 | 27.3 |
2 | 0 | 0.05 | 5.6 | 0.2 | 16.7 | 95.3 | 28.2 |
3 | 0 | 0.15 | 5.5 | 0.2 | 16.7 | 102.5 | 30.1 |
4 | 0 | 0.25 | 5.3 | 0.2 | 16.7 | 114.3 | 31.6 |
5 | 5 | 0 | 39.5 | 0.3 | 16.7 | 152.1 | 34.2 |
6 | 8 | 0 | 50.7 | 0.3 | 16.7 | 171.8 | 35.3 |
7 | 5 | 0.05 | 39.2 | 0.3 | 16.7 | 169.4 | 35.1 |
8 | 5 | 0.15 | 38.8 | 0.3 | 16.7 | 186.7 | 36.3 |
9 | 5 | 0.25 | 38.5 | 0.3 | 16.7 | 193.4 | 36.7 |
10 | 8 | 0.05 | 50.4 | 0.3 | 16.7 | 181.4 | 37.0 |
11 | 8 | 0.15 | 49.9 | 0.3 | 16.7 | 193.3 | 37.5 |
12 | 8 | 0.25 | 49.3 | 0.3 | 16.7 | 229.8 | 39.3 |
Model | Average settlement (mm) | Load taken by piles (%) |
Horikoshi and Randolph [ |
22 | 19 |
Present study | 21 | 20 |
Behavior parameters | Values |
Fiber type | Single fiber |
Unit weight | 0.91 g/cm3 |
Average diameter | 0.034 mm |
Average length | 12 mm |
Breaking tensile strength | 350 MPa |
Modulus of elasticity | 3500 MPa |
Fusion point | 165°C |
Burning point | 590°C |
Acid and alkali resistance | Very good |
Dispersibility | Excellent |
Soil properties | Values |
USCS Classification | CL |
Specific gravity | 2.7 |
Liquid limit | 36.4% |
Plasticity index | 17.8% |
Optimum moisture content | 16.5% |
Maximum dry density | 1.7 g/cm3 |
D60 | 0.0117 mm |
D30 | 0.0048 mm |
D10 | 0.0011 mm |