1 Introduction
Project name | Location | Name of the rock |
---|---|---|
Renuka Dam | Located on river Giri about 375 m downstream of confluence of Jogar-ka-Khala with river Giri in Himachal Pradesh, India | Limestone |
Salma Dam | Rock quarry near the Salma dam site 2 km downstream of Salma village in Herat province, Afghanistan | Metamorphic gneiss |
2 Experimental Investigations
2.1 Rockfill Materials Used
Sl. No. | Name of the test | Renuka Dam project | Salma Dam project |
---|---|---|---|
1 | Los Angeles abrasion (%) | 21.25 | 44.80 |
2 | Aggregate crushing value (%) | 35.20 | 38.90 |
3 | Aggregate impact value (%) | 26.90 | 34.90 |
4 | Water absorption (%) | 1.3 | 1.8 |
5 | Specific gravity | 2.66 | 2.73 |
2.2 Experimental Programme
2.2.1 Drained Triaxial Shear Tests
2.2.1.1 Stress–Strain-Volume Change Behaviour
Name of project | dmax (mm) | Confining pressure (σ3) MPa | Axial strain at failure (%) | Volumetric strain at failure (%) |
---|---|---|---|---|
Renuka Dam project | 25 | 0.4 | 8.0 | 0.455 |
0.8 | 8.5 | 1.060 | ||
1.2 | 9.0 | 1.650 | ||
50 | 0.4 | 8.5 | 0.526 | |
0.8 | 9.5 | 1.385 | ||
1.2 | 10.0 | 1.831 | ||
80 | 0.4 | 9.0 | 0.605 | |
0.8 | 10.0 | 1.465 | ||
1.2 | 10.5 | 1.910 | ||
Salma Dam project | 25 | 0.4 | 8.5 | 0.565 |
0.8 | 9.0 | 1.213 | ||
1.2 | 9.5 | 1.824 | ||
50 | 0.4 | 9.0 | 0.662 | |
0.8 | 9.5 | 1.531 | ||
1.2 | 10.0 | 1.985 | ||
80 | 0.4 | 9.5 | 0.736 | |
0.8 | 10.0 | 1.625 | ||
1.2 | 10.5 | 2.312 |
2.2.1.2 Evaluation of Shear Strength Parameters
Rockfill Material from | dmax (mm) | ϕ-Value (degree) |
---|---|---|
Renuka Dam, Himachal Pradesh (Alluvial) | 25 | 37.13 |
50 | 38.37 | |
80 | 39.76 | |
Salma Dam, Afghanistan (Quarried) | 25 | 43.35 |
50 | 42.39 | |
80 | 40.84 |
2.2.2 Effect of Particle Size on Strength Parameter, ϕ
3 Constitutive Modeling
3.1 Material Parameters
3.1.1 Elastic Parameters
3.1.2 Ultimate Parameters
3.1.3 Phase Change Parameter
3.1.4 Hardening Parameters
3.1.5 Non-associative Parameter
Rockfill Materials | dmax (mm) | Elasticity | Ultimate | Phase Change | Hardening | Non-associative | ||||
---|---|---|---|---|---|---|---|---|---|---|
k |
n
′
| ν | γ | β | n | a1
| η1
| κ | ||
Renuka Dam | 25 | 374.36 | 0.466 | 0.32 | 0.063 | 0.72 | 3.0 | 6.5 × 10−6
| 1.00 | 0.236 |
50 | 385.21 | 0.469 | 0.31 | 0.067 | 0.72 | 3.0 | 6.0x10−6
| 1.05 | 0.235 | |
80 | 410.677 | 0.4624 | 0.30 | 0.072 | 0.72 | 3.0 | 5.5x10−6
| 1.07 | 0.226 | |
Salma Dam | 25 | 289.201 | 0.528 | 0.31 | 0.061 | 0.72 | 3.0 | 5.0x10−6
| 0.93 | 0.240 |
50 | 318.85 | 0.515 | 0.3 | 0.066 | 0.72 | 3.0 | 3.5x10−6
| 0.97 | 0.239 | |
80 | 346.019 | 0.5082 | 0.28 | 0.071 | 0.72 | 3.0 | 2.0x10−6
| 1.03 | 0.238 |