Research Article
Physical Model Test on the Influence of Karst Cave under and in front of Pile on the Stability of Embedded End of Antislide Pile
Table 4
Orthogonal test results of horizontal load-bearing piles.
| Group number | Horizontal ultimate load | The horizontal displacement value of the contact point for the pile and the front rock mass |
| 1 | 3.8 | −1.09E-02 | 2 | 3.4 | −9.55E-03 | 3 | 2.4 | −6.00E-03 | 4 | 3.0 | −7.48E-03 | 5 | 3.4 | −1.02E-02 | 6 | 3.6 | −9.53E-03 | 7 | 1.4 | −3.91E-03 | 8 | 2.6 | −6.09E-03 | 9 | 3.6 | −9.77E-03 | 10 | 3.4 | −1.01E-02 | 11 | 1.6 | −8.39E-03 | 12 | 3.8 | −1.10E-02 | 13 | 1.6 | −4.75E-03 | 14 | 2.2 | −6.38E-03 | 15 | 3.6 | −9.65E-03 | 16 | 3.6 | −9.75E-03 | 17 | 2.2 | −5.20E-03 | 18 | 3.6 | −9.43E-03 | 19 | 3.6 | −1.01E-02 | 20 | 1.6 | −3.35E-03 | 21 | 2.2 | −5.84E-03 | 22 | 3.6 | −9.64E-03 | 23 | 2.0 | −6.48E-03 | 24 | 3.6 | −9.94E-03 | 25 | 3.8 | −1.09E-02 | 26 | 1.2 | −3.58E-03 | 27 | 1.4 | −4.08E-03 | 28 | 3.4 | −9.93E-03 | 29 | 3.6 | −9.48E-03 | 30 | 4.2 | −1.27E-02 | 31 | 3.4 | −9.27E-03 | 32 | 2.6 | −9.04E-03 | 33 | 3.0 | -8.69E-03 | 34 | 3.6 | −9.94E-03 | 35 | 3.6 | −9.86E-03 | 36 | 3.6 | −1.08E-02 | 37 | 3.6 | −9.79E-03 | 38 | 2.2 | −6.34E-03 | 39 | 1.8 | −4.98E-03 | 40 | 3.6 | −9.44E-03 | 41 | 3.8 | −1.03E-02 | 42 | 1.8 | −1.26E-02 | 43 | 3.6 | −9.31E-03 | 44 | 3.6 | −9.68E-03 | 45 | 2.8 | −7.27E-03 | 46 | 2.4 | −6.57E-03 | 47 | 1.6 | −6.26E-03 | 48 | 1.6 | −5.26E-03 | 49 | 3.2 | −8.28E-03 |
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Note. The load unit in the table is MPa, and the displacement unit is m.
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