Research Article
Optimization Analysis of Settlement Parameters for Postgrouting Piles in Loess Area of Shaanxi, China
Table 2
Settlement of two piles measured under various loads.
| Load (kN) | 2000 | 3000 | 4000 | 5000 | 6000 | 7000 | 8000 | 9000 | 10000 | 11000 | 12000 | 13000 | 14000 | 15000 |
| (mm) | 0.16 | 0.35 | 0.36 | 0.45 | 0.07 | 0.77 | 1.11 | 4.11 | 15.56 | 21.12 | 23.64 | | | | (mm) | 0.22 | 0.33 | 0.38 | 0.43 | 0.06 | 0.89 | 1.24 | 4.00 | 13.87 | 21.72 | 34.22 | | | | (mm) | 0.23 | 0.32 | 0.34 | 0.45 | 0.09 | 0.90 | 1.20 | 3.89 | 14.53 | 19.80 | 29.66 | | | | (mm) | 0.23 | 0.44 | 0.44 | 0.43 | 0.13 | 0.76 | 1.09 | 3.16 | 15.00 | 20.43 | 32.96 | | | | (mm) | 0.21 | 0.36 | 0.38 | 0.44 | 0.07 | 0.83 | 1.16 | 3.79 | 14.74 | 20.77 | 30.12 | | | | (mm) | 0.06 | 0.49 | 1.00 | 0.30 | 0.014 | 0.024 | 1.09 | 0.24 | 1.08 | 0.97 | 1.11 | 1.3 | 0.84 | 2.87 | (mm) | 0.07 | 0.5 | 1.11 | 0.41 | 0.007 | 0.030 | 1.10 | 0.25 | 0.99 | 0.97 | 1.21 | 1.16 | 0.66 | 3.09 | (mm) | 0.5 | 0.55 | 0.97 | 0.37 | 0.008 | 0.031 | 1.00 | 0.19 | 1.00 | 1.07 | 1.17 | 1.25 | 0.73 | 2.78 | (mm) | 0.1 | 0.58 | 1.08 | 0.44 | 0.011 | 0.027 | 0.97 | 0.28 | 1.05 | 1.07 | 1.15 | 1.25 | 0.69 | 3.22 | (mm) | 0.07 | 0.53 | 1.04 | 0.38 | 0.01 | 0.028 | 1.04 | 0.24 | 1.03 | 1.02 | 1.16 | 1.24 | 0.73 | 2.99 |
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